| Back to Bid Tabs |
Last Updated:
03/05/2004
|
|
March 4, 2004 Contract
Letting
|
|
NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : 2 VENDOR RANKING CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : S-8-6(1008) N-8, ENDICOTT WEST. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 1661 THE TOTAL AMOUNT OF WORK WHICH WILL BE 1661 ACCEPTED IN THIS LETTING IS LIMITED TO $5,500,000 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 1,377,317.98 100.0000% 2 1661 U.S. ASPHALT CO. $ 1,418,246.33 102.9716% 3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 1,437,391.17 104.3616% 4 0086 HENNINGSEN CONST., INC. $ 1,475,398.64 107.1211% 5 0477 WESTERN ENGINEERING COMPANY, INC. $ 1,534,360.43 111.4020% NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -3 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |DOBSON BROTHERS 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| 10150.00000 10150.00| 8053.29000 8053.29| 15000.00000 15000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 975.00000 975.00| 1021.06000 1021.06| 994.50000 994.50 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 169.000 MGAL| 8.00000 1352.00| 8.00000 1352.00| 8.00000 1352.00 WATER | | | 0004 1012.00 5.000 EACH| 68.73000 343.65| 71.98000 359.90| 70.10000 350.50 RIGHT-OF-WAY MARKERS | | | 0005 1030.00 26260.000 CY | 5.21000 136814.60| 5.46000 143379.60| 5.31000 139440.60 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1102.00 274.000 SY | 5.00000 1370.00| 2.62000 717.88| 3.57000 978.18 REMOVE ASPHALT SURFACE | | | 0007 1106.00 46.000 SY | 3.48000 160.08| 3.64000 167.44| 3.55000 163.30 REMOVE DRIVEWAY | | | 0008 1305.30 48.000 LF | 30.13000 1446.24| 31.42000 1508.16| 38.76000 1860.48 30" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE | | | 0009 7017.00 525.000 LF | 2.10000 1102.50| 2.09000 1097.25| 2.14000 1123.50 REMOVE GUARDRAIL | | | 0010 L020.00 9958.000 SY | 1.20000 11949.60| 1.26000 12547.08| 1.22000 12148.76 EROSION CONTROL | | | 0011 L020.09 542.000 SY | 8.50000 4607.00| 8.90000 4823.80| 8.67000 4699.14 EROSION CONTROL, TYPE AAA | | | 0012 L022.11 7100.000 LF | 2.00000 14200.00| 2.09000 14839.00| 2.04000 14484.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 184,470.67| $ 189,866.46| $ 192,594.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0013 0030.40 LUMP| 4500.00000 4500.00| 4712.59000 4712.59| 7500.00000 7500.00 MOBILIZATION | | | 0014 4044.00 1.000 EACH| 825.00000 825.00| 863.97000 863.97| 841.50000 841.50 PREPARATION OF STRUCTURE AT STA. 58+29 | | | 0015 4044.01 1.000 EACH| 995.00000 995.00| 1042.01000 1042.01| 1014.90000 1014.90 PREPARATION OF STRUCTURE AT STA. 158+40 | | | 0016 4044.02 1.000 EACH| 750.00000 750.00| 785.43000 785.43| 765.00000 765.00 PREPARATION OF STRUCTURE AT STA. 176+45 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -4 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 4050.01 130.000 CY | 8.50000 1105.00| 8.90000 1157.00| 8.67000 1127.10 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0018 4051.01 191.000 CY | 7.50000 1432.50| 7.85000 1499.35| 7.65000 1461.15 EXCAVATION FOR BOX CULVERTS | | | 0019 4100.06 3.000 CY | 700.00000 2100.00| 733.07000 2199.21| 714.00000 2142.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0020 4101.06 114.850 CY | 270.00000 31009.50| 282.76000 32474.99| 275.40000 31629.69 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0021 4107.07 16.000 CY | 700.00000 11200.00| 733.07000 11729.12| 714.00000 11424.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0022 4150.00 419.000 LB | 0.95000 398.05| 0.99000 414.81| 0.97000 406.43 REINFORCING STEEL FOR HEADWALL | | | 0023 4151.00 12872.000 LB | 0.55000 7079.60| 0.58000 7465.76| 0.56000 7208.32 REINFORCING STEEL FOR BOX CULVERT | | | 0024 4350.24 68.000 LF | 16.75000 1139.00| 17.54000 1192.72| 17.09000 1162.12 24" CORRUGATED METAL PIPE | | | 0025 4350.30 80.000 LF | 22.75000 1820.00| 23.82000 1905.60| 23.21000 1856.80 30" CORRUGATED METAL PIPE | | | 0026 4350.36 30.000 LF | 25.50000 765.00| 26.70000 801.00| 26.01000 780.30 36" CORRUGATED METAL PIPE | | | 0027 4350.42 72.000 LF | 44.50000 3204.00| 46.60000 3355.20| 45.39000 3268.08 42" CORRUGATED METAL PIPE | | | 0028 4350.48 14.000 LF | 41.50000 581.00| 43.46000 608.44| 42.33000 592.62 48" CORRUGATED METAL PIPE | | | 0029 4350.54 12.000 LF | 43.75000 525.00| 45.82000 549.84| 44.63000 535.56 54" CORRUGATED METAL PIPE | | | 0030 4350.60 26.000 LF | 86.25000 2242.50| 90.32000 2348.32| 87.98000 2287.48 60" CORRUGATED METAL PIPE | | | 0031 4360.24 4.000 EACH| 139.75000 559.00| 146.35000 585.40| 142.55000 570.20 24" METAL FLARED-END SECTION | | | 0032 4360.30 8.000 EACH| 238.50000 1908.00| 249.77000 1998.16| 243.27000 1946.16 30" METAL FLARED-END SECTION | | | 0033 4360.36 4.000 EACH| 370.25000 1481.00| 387.74000 1550.96| 377.66000 1510.64 36" METAL FLARED-END SECTION | | | 0034 4360.42 3.000 EACH| 565.25000 1695.75| 591.95000 1775.85| 576.56000 1729.68 42" METAL FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -5 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4360.48 2.000 EACH| 585.50000 1171.00| 613.16000 1226.32| 597.21000 1194.42 48" METAL FLARED-END SECTION | | | 0036 4360.54 2.000 EACH| 670.00000 1340.00| 701.65000 1403.30| 683.40000 1366.80 54" METAL FLARED-END SECTION | | | 0037 4360.60 1.000 EACH| 725.00000 725.00| 759.25000 759.25| 739.50000 739.50 60" METAL FLARED-END SECTION | | | 0038 4380.30 6.000 LF | 29.50000 177.00| 30.89000 185.34| 30.09000 180.54 30" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0039 4380.48 8.000 LF | 72.75000 582.00| 76.19000 609.52| 74.21000 593.68 48" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0040 4380.54 8.000 LF | 77.50000 620.00| 81.16000 649.28| 79.05000 632.40 54" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0041 4380.60 14.000 LF | 95.00000 1330.00| 99.49000 1392.86| 96.90000 1356.60 60" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0042 4390.30 2.000 EACH| 240.00000 480.00| 251.34000 502.68| 244.80000 489.60 30" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0043 4390.36 2.000 EACH| 325.00000 650.00| 340.35000 680.70| 331.50000 663.00 36" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0044 4390.48 2.000 EACH| 600.00000 1200.00| 628.35000 1256.70| 612.00000 1224.00 48" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0045 4390.54 2.000 EACH| 820.00000 1640.00| 858.74000 1717.48| 836.40000 1672.80 54" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0046 4390.60 2.000 EACH| 935.00000 1870.00| 979.17000 1958.34| 953.70000 1907.40 60" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | SECTION TOTALS | $ 89,099.90| $ 93,357.50| $ 93,780.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 141+62 TWIN 10' X 4' CONCRETE BOX CULVERT | | | 0047 0030.40 LUMP| 1500.00000 1500.00| 1570.86000 1570.86| 2500.00000 2500.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -6 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 4044.03 1.000 EACH| 1675.00000 1675.00| 1754.13000 1754.13| 1708.50000 1708.50 PREPARATION OF STRUCTURE AT STA. 141+62 | | | 0049 4051.01 28.000 CY | 13.25000 371.00| 13.88000 388.64| 13.52000 378.56 EXCAVATION FOR BOX CULVERTS | | | 0050 4101.06 80.030 CY | 270.00000 21608.10| 282.76000 22629.28| 275.40000 22040.26 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0051 4151.00 8516.000 LB | 0.55000 4683.80| 0.58000 4939.28| 0.56000 4768.96 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 29,837.90| $ 31,282.19| $ 31,396.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0052 0030.50 LUMP| 1250.00000 1250.00| 523.62000 523.62| 1275.00000 1275.00 MOBILIZATION | | | 0053 L001.02 12.000 ACRE| 374.00000 4488.00| 391.67000 4700.04| 381.48000 4577.76 SEEDING, TYPE B | | | 0054 L020.07 2405.000 SY | 2.80000 6734.00| 2.93000 7046.65| 2.86000 6878.30 EROSION CONTROL, TYPE B-1 | | | 0055 L032.75 27.000 TON | 55.00000 1485.00| 57.60000 1555.20| 56.10000 1514.70 MULCH | | | SECTION TOTALS | $ 13,957.00| $ 13,825.51| $ 14,245.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 49+60 1-34'0" & 2-25'0" CONCRETE SLAB BRIDGE - WIDENING | | | 0056 0030.60 LUMP| 33350.00000 33350.00| 31417.27000 31417.27| 35000.00000 35000.00 MOBILIZATION | | | 0057 1010.01 115.000 CY | 12.00000 1380.00| 12.57000 1445.55| 12.24000 1407.60 EXCAVATION (ESTABLISHED QUANTITY) | | | 0058 3050.15 187.400 CY | 210.00000 39354.00| 219.92000 41213.01| 214.20000 40141.08 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0059 3051.10 20280.000 LB | 0.60000 12168.00| 0.63000 12776.40| 0.61000 12370.80 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0060 6000.10 18.000 LS | 10000.00000 10000.00| 10472.42000 10472.42| 10200.00000 10200.00 ABUTMENT NO.1 EXCAVATION | | | 0061 6000.11 18.000 LS | 10000.00000 10000.00| 10472.42000 10472.42| 10200.00000 10200.00 ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -7 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 6010.22 62.900 CY | 425.00000 26732.50| 445.08000 27995.53| 433.50000 27267.15 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0063 6010.26 98.900 CY | 345.00000 34120.50| 361.30000 35732.57| 351.90000 34802.91 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0064 6030.00 1.000 EACH| 42500.00000 42500.00| 44507.80000 44507.80| 43350.00000 43350.00 PREPARATION OF BRIDGE AT STA. 49+60 | | | 0065 6080.00 1185.000 LB | 3.00000 3555.00| 3.14000 3720.90| 3.06000 3626.10 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0066 6105.02 325.000 TON | 35.00000 11375.00| 36.65000 11911.25| 35.70000 11602.50 ROCK RIPRAP, TYPE B | | | 0067 6131.50 30610.000 LB | 0.60000 18366.00| 0.63000 19284.30| 0.61000 18672.10 EPOXY COATED REINFORCING STEEL | | | 0068 6210.14 1170.000 LF | 32.00000 37440.00| 33.51000 39206.70| 32.64000 38188.80 HP 12"X53# STEEL PILING | | | 0069 6310.00 3116.700 SF | 18.00000 56100.60| 18.85000 58749.80| 18.36000 57222.61 STEEL SHEET PILING | | | 0070 8091.00 36.000 CY | 35.00000 1260.00| 36.65000 1319.40| 35.70000 1285.20 GRANULAR BACKFILL | | | SECTION TOTALS | $ 337,701.60| $ 350,225.32| $ 345,336.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | 0071 0030.70 LUMP| 1000.00000 1000.00| 389.57000 389.57| 2000.00000 2000.00 MOBILIZATION | | | 0072 7011.20 50.000 LF | 19.05000 952.50| 16.76000 838.00| 19.43000 971.50 W-BEAM GUARDRAIL | | | 0073 7015.00 688.000 LF | 6.59000 4533.92| 7.33000 5043.04| 6.72000 4623.36 CABLE GUARDRAIL | | | 0074 7020.00 4.000 EACH| 1680.00000 6720.00| 2042.12000 8168.48| 1713.60000 6854.40 BRIDGE APPROACH SECTIONS | | | 0075 7023.00 2.000 EACH| 1381.00000 2762.00| 1309.05000 2618.10| 1408.62000 2817.24 TERMINAL ANCHORAGE SECTIONS | | | 0076 7024.27 4.000 EACH| 1655.00000 6620.00| 1570.86000 6283.44| 1688.10000 6752.40 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 22,588.42| $ 23,340.63| $ 24,018.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0077 0002.55 634.860 STA | 7.00000 4444.02| 6.28000 3986.92| 6.12000 3885.34 OVERLAY BROKEN LINES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -8 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 0002.60 1269.720 STA | 8.00000 10157.76| 6.28000 7973.84| 6.12000 7770.69 OVERLAY SOLID LINES | | | 0079 0030.90 LUMP| 65000.00000 65000.00| 32968.35000 32968.35| 50000.00000 50000.00 MOBILIZATION | | | 0080 1020.03 31.000 EACH| 15.00000 465.00| 13.09000 405.79| 12.75000 395.25 DELINEATOR, TYPE III | | | 0081 1020.20 16.000 EACH| 35.00000 560.00| 26.18000 418.88| 25.50000 408.00 INSTALL CHEVRONS | | | 0082 2001.03 90.000 TON | 8.50000 765.00| 15.71000 1413.90| 13.32000 1198.80 GRAVEL SURFACE COURSE | | | 0083 2020.00 660.600 SY | 6.50000 4293.90| 3.14000 2074.28| 8.72000 5760.43 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0084 2021.00 5.000 EACH| 50.00000 250.00| 52.36000 261.80| 51.00000 255.00 MAILBOX POST | | | 0085 8022.00 183.705 TON | 93.00000 17084.57| 97.39000 17891.03| 94.86000 17426.26 HYDRATED LIME | | | 0086 8110.50 212.623 STA | 327.00000 69527.72| 342.45000 72812.75| 333.54000 70918.28 HYDRATED LIME SLURRY STABILIZATION | | | 0087 9000.75 500.000 TON | 20.78000 10390.00| 21.09000 10545.00| 22.00000 11000.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.375) | | | 0088 9005.00 500.000 TON | 30.78000 15390.00| 31.62000 15810.00| 35.07000 17535.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.375) | | | 0089 9005.44 9510.000 TON | 20.78000 197617.80| 23.99000 228144.90| 22.00000 209220.00 ASPHALTIC CONCRETE, TYPE SP4(0.375) | | | 0090 9009.00 1510.000 SY | 2.00000 3020.00| 3.45000 5209.50| 3.48000 5254.80 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0091 9020.94 27.000 TON | 200.00000 5400.00| 210.51000 5683.77| 225.00000 6075.00 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0092 9021.08 540.540 TON | 200.00000 108108.00| 210.51000 113789.08| 225.00000 121621.50 PERFORMANCE GRADED BINDER (64-28) | | | 0093 9034.00 97.000 SY | 2.50000 242.50| 2.54000 246.38| 2.97000 288.09 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0094 9052.15 65640.000 GAL | 0.68000 44635.20| 0.69000 45291.60| 0.69000 45291.60 EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -9 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 9053.00 11460.000 GAL | 0.60000 6876.00| 0.80000 9168.00| 1.05000 12033.00 TACK COAT | | | 0096 9111.00 106.000 MGAL| 8.00000 848.00| 10.16000 1076.96| 8.16000 864.96 WATER | | | 0097 9170.00 425.247 STA | 35.49000 15092.02| 37.17000 15806.43| 36.20000 15393.94 EARTH SHOULDER CONSTRUCTION | | | 0098 9188.50 1097.000 SY | 20.00000 21940.00| 17.28000 18956.16| 17.24000 18912.28 SURFACING UNDER GUARDRAIL | | | 0099 9300.52 4.230 LS | 2000.00000 2000.00| 1523.95000 1523.95| 2500.00000 2500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 604,107.49| $ 611,459.27| $ 624,008.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0100 0001.08 2528.000 BDAY| 0.50000 1264.00| 0.50000 1264.00| 0.50000 1264.00 BARRICADE, TYPE II | | | 0101 0001.10 596.000 BDAY| 2.00000 1192.00| 1.31000 780.76| 1.28000 762.88 BARRICADE, TYPE III | | | 0102 0001.75 840.000 EACH| 2.00000 1680.00| 2.09000 1755.60| 2.04000 1713.60 TEMPORARY SIGN DAY | | | 0103 0001.90 10304.000 EACH| 0.50000 5152.00| 0.52000 5358.08| 0.51000 5255.04 SIGN DAY | | | 0104 0002.30 1000.000 LF | 0.38000 380.00| 0.52000 520.00| 0.51000 510.00 PAVEMENT MARKING REMOVAL | | | 0105 0002.39 4050.000 LF | 0.90000 3645.00| 1.05000 4252.50| 1.02000 4131.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0106 0002.47 2400.000 LF | 0.45000 1080.00| 0.37000 888.00| 0.36000 864.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0107 0003.10 120.000 DAY | 195.00000 23400.00| 177.01000 21241.20| 206.86000 24823.20 FLAGGING | | | 0108 0003.20 50.000 DAY | 295.00000 14750.00| 194.48000 9724.00| 274.36000 13718.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0109 0003.50 487.500 LF | 30.00000 14625.00| 50.80000 24765.00| 62.11000 30278.63 CONCRETE PROTECTION BARRIER | | | 0110 0003.56 487.500 LF | 4.00000 1950.00| 10.16000 4953.00| 7.29000 3553.88 RELOCATE CONCRETE PROTECTION BARRIER | | | 0111 0003.70 4.000 EACH| 400.00000 1600.00| 418.90000 1675.60| 408.00000 1632.00 TEMPORARY RUMBLE STRIP | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -10 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 0003.75 1.000 EACH| 9000.00000 9000.00| 9425.18000 9425.18| 9180.00000 9180.00 TEMPORARY TRAFFIC SIGNAL | | | 0113 0010.04 1.000 EACH| 1000.00000 1000.00| 1523.95000 1523.95| 500.00000 500.00 FIELD OFFICE | | | 0114 0030.00 LUMP| 5000.00000 5000.00| 9890.83000 9890.83| 5000.00000 5000.00 MOBILIZATION | | | 0115 9110.01 35.000 HOUR| 60.00000 2100.00| 40.17000 1405.95| 55.00000 1925.00 RENTAL OF LOADER, FULLY OPERATED | | | 0116 9110.02 20.000 HOUR| 65.00000 1300.00| 37.95000 759.00| 55.00000 1100.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0117 9110.03 35.000 HOUR| 50.00000 1750.00| 33.25000 1163.75| 45.00000 1575.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0118 9110.06 15.000 HOUR| 85.00000 1275.00| 37.25000 558.75| 75.00000 1125.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0119 9110.07 35.000 HOUR| 45.00000 1575.00| 30.38000 1063.30| 35.00000 1225.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0120 L022.75 150.000 LF | 5.58000 837.00| 5.84000 876.00| 5.69000 853.50 TEMPORARY SILT CHECK | | | 0121 L022.90 500.000 LF | 2.00000 1000.00| 2.09000 1045.00| 2.04000 1020.00 TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 95,555.00| $ 104,889.45| $ 112,009.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,377,317.98| $ 1,418,246.33| $ 1,437,391.17 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -11 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( ) |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY | 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| 7690.00000 7690.00| 8500.00000 8500.00| MOBILIZATION | | | 0002 1009.00 LUMP| 975.00000 975.00| 1000.00000 1000.00| GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 169.000 MGAL| 8.00000 1352.00| 8.00000 1352.00| WATER | | | 0004 1012.00 5.000 EACH| 68.73000 343.65| 70.00000 350.00| RIGHT-OF-WAY MARKERS | | | 0005 1030.00 26260.000 CY | 6.52000 171215.20| 5.30000 139178.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1102.00 274.000 SY | 14.00000 3836.00| 3.00000 822.00| REMOVE ASPHALT SURFACE | | | 0007 1106.00 46.000 SY | 3.48000 160.08| 3.50000 161.00| REMOVE DRIVEWAY | | | 0008 1305.30 48.000 LF | 38.00000 1824.00| 41.00000 1968.00| 30" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE | | | 0009 7017.00 525.000 LF | 2.00000 1050.00| 2.00000 1050.00| REMOVE GUARDRAIL | | | 0010 L020.00 9958.000 SY | 1.20000 11949.60| 1.22000 12148.76| EROSION CONTROL | | | 0011 L020.09 542.000 SY | 8.50000 4607.00| 8.60000 4661.20| EROSION CONTROL, TYPE AAA | | | 0012 L022.11 7100.000 LF | 2.00000 14200.00| 2.05000 14555.00| FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 219,202.53| $ 185,745.96| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0013 0030.40 LUMP| 4500.00000 4500.00| 4600.00000 4600.00| MOBILIZATION | | | 0014 4044.00 1.000 EACH| 825.00000 825.00| 850.00000 850.00| PREPARATION OF STRUCTURE AT STA. 58+29 | | | 0015 4044.01 1.000 EACH| 995.00000 995.00| 1000.00000 1000.00| PREPARATION OF STRUCTURE AT STA. 158+40 | | | 0016 4044.02 1.000 EACH| 750.00000 750.00| 770.00000 770.00| PREPARATION OF STRUCTURE AT STA. 176+45 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -12 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( ) |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 4050.01 130.000 CY | 8.50000 1105.00| 8.50000 1105.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0018 4051.01 191.000 CY | 7.50000 1432.50| 7.50000 1432.50| EXCAVATION FOR BOX CULVERTS | | | 0019 4100.06 3.000 CY | 700.00000 2100.00| 710.00000 2130.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0020 4101.06 114.850 CY | 270.00000 31009.50| 275.00000 31583.75| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0021 4107.07 16.000 CY | 700.00000 11200.00| 710.00000 11360.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0022 4150.00 419.000 LB | 0.95000 398.05| 1.00000 419.00| REINFORCING STEEL FOR HEADWALL | | | 0023 4151.00 12872.000 LB | 0.55000 7079.60| 0.56000 7208.32| REINFORCING STEEL FOR BOX CULVERT | | | 0024 4350.24 68.000 LF | 16.75000 1139.00| 17.00000 1156.00| 24" CORRUGATED METAL PIPE | | | 0025 4350.30 80.000 LF | 22.75000 1820.00| 23.00000 1840.00| 30" CORRUGATED METAL PIPE | | | 0026 4350.36 30.000 LF | 25.50000 765.00| 26.00000 780.00| 36" CORRUGATED METAL PIPE | | | 0027 4350.42 72.000 LF | 44.50000 3204.00| 45.00000 3240.00| 42" CORRUGATED METAL PIPE | | | 0028 4350.48 14.000 LF | 41.50000 581.00| 42.00000 588.00| 48" CORRUGATED METAL PIPE | | | 0029 4350.54 12.000 LF | 43.75000 525.00| 44.00000 528.00| 54" CORRUGATED METAL PIPE | | | 0030 4350.60 26.000 LF | 86.25000 2242.50| 88.00000 2288.00| 60" CORRUGATED METAL PIPE | | | 0031 4360.24 4.000 EACH| 139.75000 559.00| 140.00000 560.00| 24" METAL FLARED-END SECTION | | | 0032 4360.30 8.000 EACH| 238.50000 1908.00| 240.00000 1920.00| 30" METAL FLARED-END SECTION | | | 0033 4360.36 4.000 EACH| 370.25000 1481.00| 375.00000 1500.00| 36" METAL FLARED-END SECTION | | | 0034 4360.42 3.000 EACH| 565.25000 1695.75| 570.00000 1710.00| 42" METAL FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -13 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( ) |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4360.48 2.000 EACH| 585.50000 1171.00| 590.00000 1180.00| 48" METAL FLARED-END SECTION | | | 0036 4360.54 2.000 EACH| 670.00000 1340.00| 680.00000 1360.00| 54" METAL FLARED-END SECTION | | | 0037 4360.60 1.000 EACH| 725.00000 725.00| 730.00000 730.00| 60" METAL FLARED-END SECTION | | | 0038 4380.30 6.000 LF | 29.50000 177.00| 30.00000 180.00| 30" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0039 4380.48 8.000 LF | 72.75000 582.00| 73.00000 584.00| 48" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0040 4380.54 8.000 LF | 77.50000 620.00| 78.00000 624.00| 54" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0041 4380.60 14.000 LF | 95.00000 1330.00| 97.00000 1358.00| 60" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0042 4390.30 2.000 EACH| 240.00000 480.00| 245.00000 490.00| 30" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0043 4390.36 2.000 EACH| 325.00000 650.00| 330.00000 660.00| 36" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0044 4390.48 2.000 EACH| 600.00000 1200.00| 610.00000 1220.00| 48" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0045 4390.54 2.000 EACH| 820.00000 1640.00| 830.00000 1660.00| 54" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0046 4390.60 2.000 EACH| 935.00000 1870.00| 950.00000 1900.00| 60" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | SECTION TOTALS | $ 89,099.90| $ 90,514.57| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 141+62 TWIN 10' X 4' CONCRETE BOX CULVERT | | | 0047 0030.40 LUMP| 1500.00000 1500.00| 1550.00000 1550.00| MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -14 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( ) |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 4044.03 1.000 EACH| 1675.00000 1675.00| 1700.00000 1700.00| PREPARATION OF STRUCTURE AT STA. 141+62 | | | 0049 4051.01 28.000 CY | 13.25000 371.00| 14.00000 392.00| EXCAVATION FOR BOX CULVERTS | | | 0050 4101.06 80.030 CY | 270.00000 21608.10| 275.00000 22008.25| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0051 4151.00 8516.000 LB | 0.55000 4683.80| 0.56000 4768.96| REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 29,837.90| $ 30,419.21| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0052 0030.50 LUMP| 1000.00000 1000.00| 600.00000 600.00| MOBILIZATION | | | 0053 L001.02 12.000 ACRE| 374.00000 4488.00| 375.00000 4500.00| SEEDING, TYPE B | | | 0054 L020.07 2405.000 SY | 2.80000 6734.00| 2.85000 6854.25| EROSION CONTROL, TYPE B-1 | | | 0055 L032.75 27.000 TON | 55.00000 1485.00| 56.00000 1512.00| MULCH | | | SECTION TOTALS | $ 13,707.00| $ 13,466.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 49+60 1-34'0" & 2-25'0" CONCRETE SLAB BRIDGE - WIDENING | | | 0056 0030.60 LUMP| 30000.00000 30000.00| 52000.00000 52000.00| MOBILIZATION | | | 0057 1010.01 115.000 CY | 12.00000 1380.00| 25.00000 2875.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0058 3050.15 187.400 CY | 210.00000 39354.00| 262.00000 49098.80| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0059 3051.10 20280.000 LB | 0.60000 12168.00| 0.86000 17440.80| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0060 6000.10 18.000 LS | 10000.00000 10000.00| 12700.00000 12700.00| ABUTMENT NO.1 EXCAVATION | | | 0061 6000.11 18.000 LS | 10000.00000 10000.00| 12700.00000 12700.00| ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -15 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( ) |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 6010.22 62.900 CY | 425.00000 26732.50| 610.00000 38369.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0063 6010.26 98.900 CY | 345.00000 34120.50| 560.00000 55384.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0064 6030.00 1.000 EACH| 46750.00000 46750.00| 41000.00000 41000.00| PREPARATION OF BRIDGE AT STA. 49+60 | | | 0065 6080.00 1185.000 LB | 3.00000 3555.00| 4.00000 4740.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0066 6105.02 325.000 TON | 85.00000 27625.00| 36.00000 11700.00| ROCK RIPRAP, TYPE B | | | 0067 6131.50 30610.000 LB | 0.60000 18366.00| 0.86000 26324.60| EPOXY COATED REINFORCING STEEL | | | 0068 6210.14 1170.000 LF | 32.00000 37440.00| 40.00000 46800.00| HP 12"X53# STEEL PILING | | | 0069 6310.00 3116.700 SF | 18.00000 56100.60| 21.00000 65450.70| STEEL SHEET PILING | | | 0070 8091.00 36.000 CY | 35.00000 1260.00| 31.00000 1116.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 354,851.60| $ 437,698.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | 0071 0030.70 LUMP| 372.00000 372.00| 500.00000 500.00| MOBILIZATION | | | 0072 7011.20 50.000 LF | 16.00000 800.00| 16.50000 825.00| W-BEAM GUARDRAIL | | | 0073 7015.00 688.000 LF | 7.00000 4816.00| 7.00000 4816.00| CABLE GUARDRAIL | | | 0074 7020.00 4.000 EACH| 1950.00000 7800.00| 2000.00000 8000.00| BRIDGE APPROACH SECTIONS | | | 0075 7023.00 2.000 EACH| 1250.00000 2500.00| 1300.00000 2600.00| TERMINAL ANCHORAGE SECTIONS | | | 0076 7024.27 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 22,288.00| $ 22,741.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0077 0002.55 634.860 STA | 6.00000 3809.16| 9.00000 5713.74| OVERLAY BROKEN LINES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -16 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( ) |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 0002.60 1269.720 STA | 6.00000 7618.32| 9.00000 11427.48| OVERLAY SOLID LINES | | | 0079 0030.90 LUMP| 44020.00000 44020.00| 50000.00000 50000.00| MOBILIZATION | | | 0080 1020.03 31.000 EACH| 12.50000 387.50| 15.00000 465.00| DELINEATOR, TYPE III | | | 0081 1020.20 16.000 EACH| 25.00000 400.00| 36.00000 576.00| INSTALL CHEVRONS | | | 0082 2001.03 90.000 TON | 17.00000 1530.00| 11.00000 990.00| GRAVEL SURFACE COURSE | | | 0083 2020.00 660.600 SY | 5.70000 3765.42| 3.00000 1981.80| SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0084 2021.00 5.000 EACH| 50.00000 250.00| 50.00000 250.00| MAILBOX POST | | | 0085 8022.00 183.705 TON | 93.00000 17084.57| 94.00000 17268.27| HYDRATED LIME | | | 0086 8110.50 212.623 STA | 327.00000 69527.72| 330.00000 70165.59| HYDRATED LIME SLURRY STABILIZATION | | | 0087 9000.75 500.000 TON | 16.50000 8250.00| 24.00000 12000.00| ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.375) | | | 0088 9005.00 500.000 TON | 40.00000 20000.00| 30.00000 15000.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.375) | | | 0089 9005.44 9510.000 TON | 24.66000 234516.60| 25.50000 242505.00| ASPHALTIC CONCRETE, TYPE SP4(0.375) | | | 0090 9009.00 1510.000 SY | 2.50000 3775.00| 4.00000 6040.00| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0091 9020.94 27.000 TON | 219.00000 5913.00| 216.00000 5832.00| PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0092 9021.08 540.540 TON | 219.00000 118378.26| 216.00000 116756.64| PERFORMANCE GRADED BINDER (64-28) | | | 0093 9034.00 97.000 SY | 10.00000 970.00| 3.00000 291.00| PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0094 9052.15 65640.000 GAL | 0.68000 44635.20| 0.70000 45948.00| EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -17 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( ) |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 9053.00 11460.000 GAL | 1.00000 11460.00| 1.00000 11460.00| TACK COAT | | | 0096 9111.00 106.000 MGAL| 5.00000 530.00| 1.00000 106.00| WATER | | | 0097 9170.00 425.247 STA | 36.49000 15517.26| 37.00000 15734.14| EARTH SHOULDER CONSTRUCTION | | | 0098 9188.50 1097.000 SY | 24.00000 26328.00| 17.00000 18649.00| SURFACING UNDER GUARDRAIL | | | 0099 9300.52 4.230 LS | 625.00000 625.00| 1500.00000 1500.00| ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 639,291.01| $ 650,659.66| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0100 0001.08 2528.000 BDAY| 0.50000 1264.00| 0.50000 1264.00| BARRICADE, TYPE II | | | 0101 0001.10 596.000 BDAY| 1.25000 745.00| 1.30000 774.80| BARRICADE, TYPE III | | | 0102 0001.75 840.000 EACH| 2.00000 1680.00| 2.20000 1848.00| TEMPORARY SIGN DAY | | | 0103 0001.90 10304.000 EACH| 0.55000 5667.20| 0.52000 5358.08| SIGN DAY | | | 0104 0002.30 1000.000 LF | 0.50000 500.00| 0.39000 390.00| PAVEMENT MARKING REMOVAL | | | 0105 0002.39 4050.000 LF | 1.00000 4050.00| 0.92000 3726.00| TEMPORARY PAVEMENT MARKING, TYPE II | | | 0106 0002.47 2400.000 LF | 0.35000 840.00| 0.46000 1104.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0107 0003.10 120.000 DAY | 225.00000 27000.00| 210.00000 25200.00| FLAGGING | | | 0108 0003.20 50.000 DAY | 325.00000 16250.00| 310.00000 15500.00| FURNISHING AND OPERATING PILOT VEHICLE | | | 0109 0003.50 487.500 LF | 35.00000 17062.50| 36.00000 17550.00| CONCRETE PROTECTION BARRIER | | | 0110 0003.56 487.500 LF | 12.00000 5850.00| 12.00000 5850.00| RELOCATE CONCRETE PROTECTION BARRIER | | | 0111 0003.70 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| TEMPORARY RUMBLE STRIP | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : N04 -18 TABULATION OF BIDS CALL ORDER : N04 CONTRACT ID : 1571X COUNTIES : JEFFERSON LETTING DATE : 03/04/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( ) |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 0003.75 1.000 EACH| 11000.00000 11000.00| 9200.00000 9200.00| TEMPORARY TRAFFIC SIGNAL | | | 0113 0010.04 1.000 EACH| 1000.00000 1000.00| 2500.00000 2500.00| FIELD OFFICE | | | 0114 0030.00 LUMP| 3000.00000 3000.00| 1300.00000 1300.00| MOBILIZATION | | | 0115 9110.01 35.000 HOUR| 45.00000 1575.00| 60.00000 2100.00| RENTAL OF LOADER, FULLY OPERATED | | | 0116 9110.02 20.000 HOUR| 75.00000 1500.00| 60.00000 1200.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0117 9110.03 35.000 HOUR| 45.00000 1575.00| 40.00000 1400.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0118 9110.06 15.000 HOUR| 45.00000 675.00| 60.00000 900.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0119 9110.07 35.000 HOUR| 70.00000 2450.00| 70.00000 2450.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | 0120 L022.75 150.000 LF | 5.58000 837.00| 6.00000 900.00| TEMPORARY SILT CHECK | | | 0121 L022.90 500.000 LF | 2.00000 1000.00| 2.00000 1000.00| TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 107,120.70| $ 103,114.88| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,475,398.64| $ 1,534,360.43| $ ====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
Tel (402) 479-4525
Fax (402) 479-3803
Please contact the Contracts Section with your questions/comments.
Contact Construction Divison regarding web content/problems/suggestions.