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Last Updated: 02/02/2004

January 29, 2004 Contract Letting


 

       
NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : 2 VENDOR RANKING CALL ORDER : N25 CONTRACT ID : 4232X COUNTIES : MERRICK LETTING DATE : 01/29/04 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : RD-30-5(1036) ON US-30, HALL/MERRICK COUNTY LINE - CHAPMAN. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0574 THE NUMBER OF GROUP 9 CONTRACTS WHICH WILL 0574 BE ACCEPTED IN THIS LETTING IS LIMITED TO 2. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 1,530,574.15 100.0000% 2 1661 U.S. ASPHALT CO. $ 1,625,031.51 106.1714% 3 0574 CONSTRUCTORS, INC. $ 1,764,893.88 115.3093% 4 0477 WESTERN ENGINEERING COMPANY, INC. $ 1,883,654.20 123.0685% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N25 -3 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 4232X COUNTIES : MERRICK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 9 BITUMINOUS | | | 0001 0001.08 7040.000 BDAY| 0.50000 3520.00| 0.50000 3520.00| 0.50000 3520.00 BARRICADE, TYPE II | | | 0002 0001.10 496.000 BDAY| 3.00000 1488.00| 2.04000 1011.84| 3.20000 1587.20 BARRICADE, TYPE III | | | 0003 0001.75 906.000 EACH| 2.00000 1812.00| 2.04000 1848.24| 2.00000 1812.00 TEMPORARY SIGN DAY | | | 0004 0001.90 8074.000 EACH| 0.50000 4037.00| 0.51000 4117.74| 0.80000 6459.20 SIGN DAY | | | 0005 0002.55 1233.660 STA | 7.00000 8635.62| 6.13000 7562.34| 7.50000 9252.45 OVERLAY BROKEN LINES | | | 0006 0002.60 2467.320 STA | 8.00000 19738.56| 6.13000 15124.67| 7.50000 18504.90 OVERLAY SOLID LINES | | | 0007 0003.10 134.000 DAY | 195.00000 26130.00| 177.91000 23839.94| 205.00000 27470.00 FLAGGING | | | 0008 0003.20 67.000 DAY | 295.00000 19765.00| 247.73000 16597.91| 275.00000 18425.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0009 0010.04 1.000 EACH| 500.00000 500.00| 2042.22000 2042.22| 1450.00000 1450.00 FIELD OFFICE | | | 0010 0030.90 LUMP| 100000.00000 100000.00| 99195.69000 99195.69| 125000.00000 125000.00 MOBILIZATION | | | 0011 1009.00 LUMP| 1000.00000 1000.00| 3063.33000 3063.33| 1600.00000 1600.00 GENERAL CLEARING AND GRUBBING | | | 0012 1011.00 28.000 MGAL| 8.00000 224.00| 8.00000 224.00| 8.00000 224.00 WATER | | | 0013 1020.03 15.000 EACH| 15.00000 225.00| 12.25000 183.75| 15.75000 236.25 DELINEATOR, TYPE III | | | 0014 1030.00 589.000 CY | 8.58000 5053.62| 25.53000 15037.17| 8.50000 5006.50 EARTHWORK MEASURED IN EMBANKMENT | | | 0015 1101.00 2179.700 SY | 4.55000 9917.64| 3.57000 7781.53| 2.70000 5885.19 REMOVE PAVEMENT | | | 0016 2001.00 25.000 CY | 7.50000 187.50| 30.63000 765.75| 18.75000 468.75 GRAVEL SURFACE COURSE | | | 0017 2021.00 4.000 EACH| 50.00000 200.00| 102.11000 408.44| 52.00000 208.00 MAILBOX POST | | | 0018 3040.11 6.200 SY | 93.40000 579.08| 108.29000 671.40| 112.00000 694.40 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N25 -4 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 4232X COUNTIES : MERRICK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 3040.12 84.000 SY | 84.80000 7123.20| 99.51000 8358.84| 103.00000 8652.00 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0020 3040.13 871.200 SY | 71.22000 62046.86| 85.64000 74609.57| 89.00000 77536.80 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0021 3221.15 710.500 SY | 86.30000 61316.15| 101.04000 71788.92| 104.50000 74247.25 CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | 0022 4035.25 2.000 EACH| 100.00000 200.00| 153.17000 306.34| 132.00000 264.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0023 4040.00 1.000 EACH| 150.00000 150.00| 204.22000 204.22| 210.00000 210.00 REMOVE HEADWALLS FROM CULVERTS | | | 0024 4050.01 9.000 CY | 30.00000 270.00| 35.74000 321.66| 37.00000 333.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0025 4100.06 0.700 CY | 1000.00000 700.00| 1531.67000 1072.17| 1050.00000 735.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0026 4150.00 102.000 LB | 1.50000 153.00| 2.04000 208.08| 1.70000 173.40 REINFORCING STEEL FOR HEADWALL | | | 0027 4350.24 39.000 LF | 24.50000 955.50| 30.63000 1194.57| 26.00000 1014.00 24" CORRUGATED METAL PIPE | | | 0028 4362.24 2.000 EACH| 175.00000 350.00| 25.53000 51.06| 210.00000 420.00 INSTALL 24" METAL FLARED-END SECTION | | | 0029 7502.04 380.000 LF | 2.00000 760.00| 2.30000 874.00| 2.10000 798.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0030 7503.04 7000.000 LF | 2.00000 14000.00| 2.30000 16100.00| 2.10000 14700.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0031 7509.04 550.000 LF | 5.75000 3162.50| 6.89000 3789.50| 6.00000 3300.00 12" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0032 8022.00 356.000 TON | 65.00000 23140.00| 66.37000 23627.72| 68.00000 24208.00 HYDRATED LIME | | | 0033 8110.50 412.223 STA | 336.00000 138506.93| 343.09000 141429.59| 355.00000 146339.17 HYDRATED LIME SLURRY STABILIZATION | | | 0034 9000.75 200.000 TON | 19.35000 3870.00| 17.78000 3556.00| 21.00000 4200.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP5(0.375) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N25 -5 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 4232X COUNTIES : MERRICK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 9005.00 50.000 TON | 34.35000 1717.50| 26.45000 1322.50| 50.00000 2500.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.375) | | | 0036 9005.23 8370.000 TON | 12.46000 104290.20| 16.38000 137100.60| 17.10000 143127.00 ASPHALTIC CONCRETE, TYPE SPS | | | 0037 9005.57 17970.000 TON | 19.35000 347719.50| 19.48000 350055.60| 22.00000 395340.00 ASPHALTIC CONCRETE, TYPE SP5(0.375) | | | 0038 9009.00 1470.000 SY | 1.50000 2205.00| 4.08000 5997.60| 2.75000 4042.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0039 9020.94 12.800 TON | 200.00000 2560.00| 234.14000 2996.99| 220.00000 2816.00 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0040 9021.03 457.920 TON | 175.00000 80136.00| 179.05000 81990.58| 177.00000 81051.84 PERFORMANCE GRADED BINDER (58-28) | | | 0041 9021.08 1153.280 TON | 200.00000 230656.00| 234.14000 270028.98| 220.00000 253721.60 PERFORMANCE GRADED BINDER (64-28) | | | 0042 9034.00 486.000 SY | 2.00000 972.00| 2.04000 991.44| 1.75000 850.50 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0043 9052.15 127250.000 GAL | 0.73000 92892.50| 0.75000 95437.50| 0.75000 95437.50 EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0044 9053.00 37090.000 GAL | 1.00000 37090.00| 0.83000 30784.70| 0.70000 25963.00 TACK COAT | | | 0045 9110.01 80.000 HOUR| 65.00000 5200.00| 55.20000 4416.00| 58.00000 4640.00 RENTAL OF LOADER, FULLY OPERATED | | | 0046 9110.02 80.000 HOUR| 70.00000 5600.00| 48.33000 3866.40| 74.00000 5920.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0047 9110.03 80.000 HOUR| 50.00000 4000.00| 43.64000 3491.20| 49.00000 3920.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0048 9110.07 80.000 HOUR| 45.00000 3600.00| 36.98000 2958.40| 38.00000 3040.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0049 9170.00 19.700 STA | 194.26000 3826.92| 204.22000 4023.13| 169.00000 3329.30 EARTH SHOULDER CONSTRUCTION | | | 0050 9173.20 2845.000 SY | 1.35000 3840.75| 1.79000 5092.55| 2.50000 7112.50 SUBGRADE PREPARATION | | | 0051 9179.23 412.223 STA | 114.00000 46993.42| 95.98000 39565.16| 212.00000 87391.28 COLD MILLING, CLASS 3 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N25 -6 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 4232X COUNTIES : MERRICK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 9179.33 71534.000 SY | 0.30000 21460.20| 0.28000 20029.52| 0.60000 42920.40 COLD MILLING, CLASS 3 TYPE A | | | 0053 9300.52 8.150 LS | 4000.00000 4000.00| 2042.22000 2042.22| 4100.00000 4100.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0054 L001.02 23.000 ACRE| 379.00000 8717.00| 387.00000 8901.00| 400.00000 9200.00 SEEDING, TYPE B | | | 0055 L032.75 52.000 TON | 65.00000 3380.00| 66.37000 3451.24| 68.00000 3536.00 MULCH | | | SECTION TOTALS | $ 1,530,574.15| $ 1,625,031.51| $ 1,764,893.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,530,574.15| $ 1,625,031.51| $ 1,764,893.88 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N25 -7 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 4232X COUNTIES : MERRICK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 9 BITUMINOUS | | | 0001 0001.08 7040.000 BDAY| 0.50000 3520.00| | BARRICADE, TYPE II | | | 0002 0001.10 496.000 BDAY| 1.02000 505.92| | BARRICADE, TYPE III | | | 0003 0001.75 906.000 EACH| 5.00000 4530.00| | TEMPORARY SIGN DAY | | | 0004 0001.90 8074.000 EACH| 0.52000 4198.48| | SIGN DAY | | | 0005 0002.55 1233.660 STA | 8.55000 10547.79| | OVERLAY BROKEN LINES | | | 0006 0002.60 2467.320 STA | 8.55000 21095.59| | OVERLAY SOLID LINES | | | 0007 0003.10 134.000 DAY | 220.00000 29480.00| | FLAGGING | | | 0008 0003.20 67.000 DAY | 350.00000 23450.00| | FURNISHING AND OPERATING PILOT VEHICLE | | | 0009 0010.04 1.000 EACH| 2500.00000 2500.00| | FIELD OFFICE | | | 0010 0030.90 LUMP| 105000.00000 105000.00| | MOBILIZATION | | | 0011 1009.00 LUMP| 1000.00000 1000.00| | GENERAL CLEARING AND GRUBBING | | | 0012 1011.00 28.000 MGAL| 8.00000 224.00| | WATER | | | 0013 1020.03 15.000 EACH| 23.50000 352.50| | DELINEATOR, TYPE III | | | 0014 1030.00 589.000 CY | 15.00000 8835.00| | EARTHWORK MEASURED IN EMBANKMENT | | | 0015 1101.00 2179.700 SY | 2.35000 5122.30| | REMOVE PAVEMENT | | | 0016 2001.00 25.000 CY | 11.00000 275.00| | GRAVEL SURFACE COURSE | | | 0017 2021.00 4.000 EACH| 51.00000 204.00| | MAILBOX POST | | | 0018 3040.11 6.200 SY | 180.00000 1116.00| | CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N25 -8 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 4232X COUNTIES : MERRICK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 3040.12 84.000 SY | 113.00000 9492.00| | CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0020 3040.13 871.200 SY | 108.00000 94089.60| | CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0021 3221.15 710.500 SY | 112.00000 79576.00| | CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | 0022 4035.25 2.000 EACH| 102.00000 204.00| | REMOVE AND SALVAGE FLARED-END SECTION | | | 0023 4040.00 1.000 EACH| 153.00000 153.00| | REMOVE HEADWALLS FROM CULVERTS | | | 0024 4050.01 9.000 CY | 31.00000 279.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0025 4100.06 0.700 CY | 1020.00000 714.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0026 4150.00 102.000 LB | 1.55000 158.10| | REINFORCING STEEL FOR HEADWALL | | | 0027 4350.24 39.000 LF | 24.60000 959.40| | 24" CORRUGATED METAL PIPE | | | 0028 4362.24 2.000 EACH| 180.00000 360.00| | INSTALL 24" METAL FLARED-END SECTION | | | 0029 7502.04 380.000 LF | 2.00000 760.00| | 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0030 7503.04 7000.000 LF | 2.05000 14350.00| | 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0031 7509.04 550.000 LF | 6.15000 3382.50| | 12" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0032 8022.00 356.000 TON | 105.00000 37380.00| | HYDRATED LIME | | | 0033 8110.50 412.223 STA | 440.00000 181378.12| | HYDRATED LIME SLURRY STABILIZATION | | | 0034 9000.75 200.000 TON | 25.80000 5160.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP5(0.375) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N25 -9 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 4232X COUNTIES : MERRICK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 9005.00 50.000 TON | 30.00000 1500.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.375) | | | 0036 9005.23 8370.000 TON | 16.65000 139360.50| | ASPHALTIC CONCRETE, TYPE SPS | | | 0037 9005.57 17970.000 TON | 26.97000 484650.90| | ASPHALTIC CONCRETE, TYPE SP5(0.375) | | | 0038 9009.00 1470.000 SY | 3.00000 4410.00| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0039 9020.94 12.800 TON | 225.00000 2880.00| | PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0040 9021.03 457.920 TON | 180.00000 82425.60| | PERFORMANCE GRADED BINDER (58-28) | | | 0041 9021.08 1153.280 TON | 225.00000 259488.00| | PERFORMANCE GRADED BINDER (64-28) | | | 0042 9034.00 486.000 SY | 3.00000 1458.00| | PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0043 9052.15 127250.000 GAL | 0.78000 99255.00| | EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0044 9053.00 37090.000 GAL | 1.15000 42653.50| | TACK COAT | | | 0045 9110.01 80.000 HOUR| 56.00000 4480.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0046 9110.02 80.000 HOUR| 56.00000 4480.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0047 9110.03 80.000 HOUR| 42.00000 3360.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0048 9110.07 80.000 HOUR| 40.00000 3200.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0049 9170.00 19.700 STA | 85.00000 1674.50| | EARTH SHOULDER CONSTRUCTION | | | 0050 9173.20 2845.000 SY | 2.00000 5690.00| | SUBGRADE PREPARATION | | | 0051 9179.23 412.223 STA | 112.00000 46168.98| | COLD MILLING, CLASS 3 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N25 -10 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 4232X COUNTIES : MERRICK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 9179.33 71534.000 SY | 0.38000 27182.92| | COLD MILLING, CLASS 3 TYPE A | | | 0053 9300.52 8.150 LS | 4000.00000 4000.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0054 L001.02 23.000 ACRE| 500.00000 11500.00| | SEEDING, TYPE B | | | 0055 L032.75 52.000 TON | 67.00000 3484.00| | MULCH | | | SECTION TOTALS | $ 1,883,654.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,883,654.20| $ 0.00| $ ====================================================================================================================================

 

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