INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,742,284.16 ROUTE : NUS 50 CALL ORDER : 400 CONTRACT ID : B -25407-A COUNTIES : KNOX LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0421009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,347,031.43 100.0000% 2 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 6,043,409.61 113.0236% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 6,074,614.57 113.6072% 4 35-1878024 RAGLE, INC. $ 6,587,987.99 123.2083% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 6,684,512.36 125.0135% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0906416 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 40000.00000 40000.00| 27446.51000 27446.51| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 26.000 MOS | 1300.00000 33800.00| 1390.30000 36147.80| 1600.00000 41600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 265000.00000 265000.00| 302170.48000 302170.48| 300000.00000 300000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 310.000 SYS | 14.00000 4340.00| 19.84000 6150.40| 12.00000 3720.00 PAVEMENT, REMOVE | | | 0005 202-02241 927.500 LFT | 2.00000 1855.00| 2.06000 1910.65| 1.95000 1808.63 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 350000.00000 350000.00| 723735.84000 723735.84| 307000.00000 307000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 1467.000 SYS | 4.00000 5868.00| 19.75000 28973.25| 26.00000 38142.00 SLOPEWALL, REMOVE | | | 0008 202-60820 637.000 SYS | 6.00000 3822.00| 5.95000 3790.15| 5.00000 3185.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 400.000 CYS | 11.00000 4400.00| 11.99000 4796.00| 24.00000 9600.00 EXCAVATION, COMMON | | | 0010 203-90014 23.590 STA | 125.00000 2948.75| 497.44000 11734.61| 500.00000 11795.00 LINEAR GRADING | | | 0011 213-52830 40.000 CYS | 90.00000 3600.00| 136.37000 5454.80| 150.00000 6000.00 FLOWABLE MORTAR | | | 0012 303-60900 112.000 TON | 25.00000 2800.00| 21.83000 2444.96| 32.00000 3584.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 401-05467 2236.000 LFT | 1.70000 3801.20| 2.06000 4606.16| 2.70000 6037.20 MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,742,284.16 ROUTE : NUS 50 CALL ORDER : 400 CONTRACT ID : B -25407-A COUNTIES : KNOX LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0906416 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05468 3380.000 TON | 37.00000 125060.00| 38.13000 128879.40| 36.50000 123370.00 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05477 300.000 TON | 61.00000 18300.00| 62.86000 18858.00| 60.00000 18000.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 404-05511 795.000 SYS | 3.60000 2862.00| 4.12000 3275.40| 3.50000 2782.50 SEAL COAT, 2 | | | 0017 406-05521 2837.000 SYS | 0.20000 567.40| 0.20000 567.40| 0.18000 510.66 ASPHALT FOR TACK COAT | | | 0018 601-01522 5.000 EACH| 1250.00000 6250.00| 1246.87000 6234.35| 1210.00000 6050.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-94689 1.000 EACH| 2100.00000 2100.00| 2117.63000 2117.63| 2055.00000 2055.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-94690 2.000 EACH| 3200.00000 6400.00| 3220.23000 6440.46| 3125.00000 6250.00 GUARDRAIL END TREATMENT, MS | | | 0021 601-99105 325.000 LFT | 9.50000 3087.50| 9.79000 3181.75| 9.40000 3055.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 601-99108 600.000 LFT | 14.00000 8400.00| 14.43000 8658.00| 13.75000 8250.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0023 601-99132 2.000 EACH| 67.00000 134.00| 66.98000 133.96| 65.00000 130.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0024 602-06729 356.000 EACH| 8.00000 2848.00| 7.73000 2751.88| 7.50000 2670.00 BARRIER DELINEATOR | | | 0025 603-06040 100.000 LFT | 10.00000 1000.00| 14.68000 1468.00| 14.00000 1400.00 FENCE, FARM FIELD, 47 IN. | | | 0026 610-05527 346.000 TON | 80.00000 27680.00| 82.44000 28524.24| 79.00000 27334.00 HMA FOR APPROACHES | | | 0027 610-06257 348.000 SYS | 60.00000 20880.00| 49.47000 17215.56| 60.00000 20880.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0028 611-52817 2.000 EACH| 15000.00000 30000.00| 55963.63000 111927.26| 20000.00000 40000.00 TEMPORARY CROSSOVER, B | | | 0029 616-02320 1300.000 SYS | 1.25000 1625.00| 2.16000 2808.00| 3.00000 3900.00 GEOTEXTILES | | | 0030 616-06405 1180.000 TON | 25.00000 29500.00| 19.60000 23128.00| 27.00000 31860.00 RIPRAP, REVETMENT | | | 0031 616-51367 38.000 SYS | 85.00000 3230.00| 131.96000 5014.48| 100.00000 3800.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0034 619-93423 LUMP| 9000.00000 9000.00| 25761.86000 25761.86| 15000.00000 15000.00 POLLUTION CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,742,284.16 ROUTE : NUS 50 CALL ORDER : 400 CONTRACT ID : B -25407-A COUNTIES : KNOX LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0906416 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06559 260.000 SYS | 6.00000 1560.00| 6.18000 1606.80| 5.70000 1482.00 MULCHED SEEDING, R | | | 0036 702-51005 64.000 CYS | 1000.00000 64000.00| 1535.55000 98275.20| 1500.00000 96000.00 CONCRETE, A, SUBSTRUCTURE | | | 0037 702-51110 33024.000 LBS | 2.00000 66048.00| 1.83000 60433.92| 3.00000 99072.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0038 702-51863 2376.000 EACH| 5.00000 11880.00| 9.88000 23474.88| 7.00000 16632.00 FIELD DRILLED HOLE IN CONCRETE | | | 0039 703-51030 11658.000 LBS | 0.50000 5829.00| 0.59000 6878.22| 1.20000 13989.60 REINFORCING STEEL | | | 0040 703-51032 1066512.000 LBS | 0.54000 575916.48| 0.53000 565251.36| 0.60000 639907.20 REINFORCING STEEL, EPOXY COATED | | | 0041 704-05892 3396.600 CYS | 375.00000 1273725.00| 390.27000 1325591.08| 300.00000 1018980.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0042 706-05732 8.000 EACH| 1000.00000 8000.00| 1196.21000 9569.68| 1250.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 659.200 CYS | 195.00000 128544.00| 188.06000 123969.15| 300.00000 197760.00 CONCRETE, C, RAILING | | | 0044 708-51813 5650.000 SFT | 33.00000 186450.00| 26.95000 152267.50| 35.00000 197750.00 PNEUMATICALLY PLACED MORTAR | | | 0045 709-51821 LUMP| 60000.00000 60000.00| 10040.94000 10040.94| 62250.00000 62250.00 SURFACE SEAL | | | 0046 710-51870 200.000 SFT | 33.00000 6600.00| 32.01000 6402.00| 35.00000 7000.00 REPOINTING MASONRY IN STRUCTURES | | | 0047 711-01772 40.000 EACH| 1200.00000 48000.00| 1210.81000 48432.40| 1340.00000 53600.00 RETROFIT, 1 | | | 0048 711-01774 124.000 EACH| 1000.00000 124000.00| 1045.93000 129695.32| 500.00000 62000.00 RETROFIT, 2 | | | 0049 711-01775 80.000 EACH| 1000.00000 80000.00| 1313.86000 105108.80| 800.00000 64000.00 RETROFIT, 3 | | | 0050 711-01784 20.000 EACH| 450.00000 9000.00| 927.43000 18548.60| 850.00000 17000.00 PENCIL SANDBLASTING, GRINDING, AND NON | | | DESTRUCTIVE TESTING | | | 0051 711-05395 1.000 EACH| 750.00000 750.00| 694.37000 694.37| 700.00000 700.00 REPLACE SOLE PLATE | | | 0052 711-51038 LUMP| 77000.00000 77000.00| 58869.26000 58869.26| 75000.00000 75000.00 STRUCTURAL STEEL | | | 0053 711-51864 912.000 EACH| 20.00000 18240.00| 20.61000 18796.32| 37.00000 33744.00 DRILLED HOLE | | | 0054 711-51866 584.000 EACH| 41.00000 23944.00| 41.22000 24072.48| 30.00000 17520.00 RIVET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,742,284.16 ROUTE : NUS 50 CALL ORDER : 400 CONTRACT ID : B -25407-A COUNTIES : KNOX LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0906416 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 711-51877 LUMP| 230000.00000 230000.00| 135996.29000 135996.29| 250000.00000 250000.00 JACKING AND SUPPORTING BEAMS | | | 0056 711-96800 48986.000 EACH| 1.55000 75928.30| 1.60000 78377.60| 1.55000 75928.30 STUD SHEAR CONNECTOR | | | 0057 715-05119 950.000 LFT | 10.00000 9500.00| 12.84000 12198.00| 20.00000 19000.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0058 715-91361 920.800 LFT | 20.00000 18416.00| 11.88000 10939.10| 50.00000 46040.00 PIPE, PVC, 6 IN. | | | 0059 715-97686 4.000 EACH| 4500.00000 18000.00| 3723.12000 14892.48| 4750.00000 19000.00 GRATED BOX END SECTION, II, 10:1, 15 IN.| | | 0060 724-51925 72.000 LFT | 100.00000 7200.00| 91.92000 6618.24| 110.00000 7920.00 STRUCTURAL EXPANSION JOINT, SS | | | 0061 724-51927 216.000 LFT | 570.00000 123120.00| 597.14000 128982.24| 760.00000 164160.00 STRUCTURAL EXPANSION JOINT, M | | | 0062 726-95870 238.000 EACH| 2900.00000 690200.00| 4436.93000 1055989.34| 6000.00000 1428000.00 BEARING ASSEMBLY , SEISMIC ISOLATION | | | 0063 801-06203 13184.000 LFT | 0.15000 1977.60| 0.15000 1977.60| 0.10000 1318.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0064 801-06207 19984.000 LFT | 1.00000 19984.00| 0.97000 19384.48| 0.92000 18385.28 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0065 801-06469 5000.000 LFT | 1.70000 8500.00| 1.67000 8350.00| 1.65000 8250.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0066 801-06605 4.000 EACH| 190.00000 760.00| 179.30000 717.20| 182.00000 728.00 BARRICADE, IIIA | | | 0067 801-06606 4.000 EACH| 240.00000 960.00| 230.83000 923.32| 234.00000 936.00 BARRICADE, IIIB | | | 0068 801-06640 34.000 EACH| 205.00000 6970.00| 193.73000 6586.82| 197.00000 6698.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 3.000 EACH| 60.00000 180.00| 55.65000 166.95| 56.00000 168.00 CONSTRUCTION SIGN, B | | | 0070 801-06710 1080.000 DAY | 14.00000 15120.00| 13.40000 14472.00| 13.00000 14040.00 FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 25000.00000 25000.00| 21959.13000 21959.13| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0072 801-97643 1728.000 LFT | 3.90000 6739.20| 3.71000 6410.88| 3.75000 6480.00 TEMPORARY BUZZ STRIPS | | | 0073 808-06713 4800.000 LFT | 0.10000 480.00| 0.08000 384.00| 0.08000 384.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0074 808-06714 9000.000 LFT | 0.10000 900.00| 0.08000 720.00| 0.08000 720.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,742,284.16 ROUTE : NUS 50 CALL ORDER : 400 CONTRACT ID : B -25407-A COUNTIES : KNOX LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0906416 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 808-06716 3760.000 LFT | 0.80000 3008.00| 0.77000 2895.20| 0.78000 2932.80 LINE, REMOVE | | | 0076 808-75001 2320.000 LFT | 0.15000 348.00| 0.10000 232.00| 0.10000 232.00 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0077 808-75996 15.000 EACH| 20.00000 300.00| 15.28000 229.20| 15.00000 225.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 52.000 EACH| 35.00000 1820.00| 34.01000 1768.52| 34.00000 1768.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 619-07306 16000.000 SFT | 18.00000 288000.00| 10.30000 164800.00| 14.00000 224000.00 CLEAN AND PAINT STEEL BRIDGE, PARTIAL | | | 0080 801-06735 85.000 EACH| 35.00000 2975.00| 37.10000 3153.50| 37.00000 3145.00 TUBULAR MARKER, PERMANENT | | | SECTION TOTALS | $ 5,347,031.43| $ 6,043,409.61| $ 6,074,614.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,347,031.43| $ 6,043,409.61| $ 6,074,614.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,742,284.16 ROUTE : NUS 50 CALL ORDER : 400 CONTRACT ID : B -25407-A COUNTIES : KNOX LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1618530 | |RAGLE, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 21000.00000 21000.00| 34000.00000 34000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 26.000 MOS | 1000.00000 26000.00| 1000.00000 26000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 328000.00000 328000.00| 316500.00000 316500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 310.000 SYS | 20.00000 6200.00| 14.00000 4340.00| PAVEMENT, REMOVE | | | 0005 202-02241 927.500 LFT | 3.50000 3246.25| 2.00000 1855.00| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 930000.00000 930000.00| 525000.00000 525000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 1467.000 SYS | 4.00000 5868.00| 10.00000 14670.00| SLOPEWALL, REMOVE | | | 0008 202-60820 637.000 SYS | 7.00000 4459.00| 3.40000 2165.80| SURFACE MILLING, ASPHALT | | | 0009 203-02000 400.000 CYS | 10.00000 4000.00| 20.00000 8000.00| EXCAVATION, COMMON | | | 0010 203-90014 23.590 STA | 250.00000 5897.50| 590.00000 13918.10| LINEAR GRADING | | | 0011 213-52830 40.000 CYS | 115.00000 4600.00| 99.00000 3960.00| FLOWABLE MORTAR | | | 0012 303-60900 112.000 TON | 25.00000 2800.00| 40.00000 4480.00| COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 401-05467 2236.000 LFT | 1.45000 3242.20| 1.50000 3354.00| MILLED HMA CORRUGATIONS | | | 0014 402-05468 3380.000 TON | 36.50000 123370.00| 37.00000 125060.00| HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05477 300.000 TON | 60.00000 18000.00| 61.00000 18300.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0016 404-05511 795.000 SYS | 3.50000 2782.50| 3.55000 2822.25| SEAL COAT, 2 | | | 0017 406-05521 2837.000 SYS | 0.18000 510.66| 0.20000 567.40| ASPHALT FOR TACK COAT | | | 0018 601-01522 5.000 EACH| 1210.00000 6050.00| 1225.00000 6125.00| GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-94689 1.000 EACH| 2055.00000 2055.00| 2100.00000 2100.00| GUARDRAIL END TREATMENT, OS | | | 0020 601-94690 2.000 EACH| 3125.00000 6250.00| 3150.00000 6300.00| GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 400 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,742,284.16 ROUTE : NUS 50 CALL ORDER : 400 CONTRACT ID : B -25407-A COUNTIES : KNOX LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1618530 | |RAGLE, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-99105 325.000 LFT | 9.40000 3055.00| 9.75000 3168.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 601-99108 600.000 LFT | 13.75000 8250.00| 14.00000 8400.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0023 601-99132 2.000 EACH| 65.00000 130.00| 67.00000 134.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0024 602-06729 356.000 EACH| 4.50000 1602.00| 5.05000 1797.80| BARRIER DELINEATOR | | | 0025 603-06040 100.000 LFT | 10.00000 1000.00| 14.25000 1425.00| FENCE, FARM FIELD, 47 IN. | | | 0026 610-05527 346.000 TON | 93.00000 32178.00| 79.25000 27420.50| HMA FOR APPROACHES | | | 0027 610-06257 348.000 SYS | 48.00000 16704.00| 70.00000 24360.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0028 611-52817 2.000 EACH| 25000.00000 50000.00| 60000.00000 120000.00| TEMPORARY CROSSOVER, B | | | 0029 616-02320 1300.000 SYS | 1.80000 2340.00| 3.00000 3900.00| GEOTEXTILES | | | 0030 616-06405 1180.000 TON | 17.50000 20650.00| 24.75000 29205.00| RIPRAP, REVETMENT | | | 0031 616-51367 38.000 SYS | 142.00000 5396.00| 98.00000 3724.00| SLOPEWALL, CONCRETE, 4 IN. | | | 0034 619-93423 LUMP| 25000.00000 25000.00| 20500.00000 20500.00| POLLUTION CONTROL | | | 0035 621-06559 260.000 SYS | 3.00000 780.00| 5.75000 1495.00| MULCHED SEEDING, R | | | 0036 702-51005 64.000 CYS | 1700.00000 108800.00| 2740.00000 175360.00| CONCRETE, A, SUBSTRUCTURE | | | 0037 702-51110 33024.000 LBS | 2.25000 74304.00| 4.00000 132096.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0038 702-51863 2376.000 EACH| 9.00000 21384.00| 21.00000 49896.00| FIELD DRILLED HOLE IN CONCRETE | | | 0039 703-51030 11658.000 LBS | 0.65000 7577.70| 0.59000 6878.22| REINFORCING STEEL | | | 0040 703-51032 1066512.000 LBS | 0.59000 629242.08| 0.60000 639907.20| REINFORCING STEEL, EPOXY COATED | | | 0041 704-05892 3396.600 CYS | 450.00000 1528470.00| 449.50000 1526771.70| CONCRETE, QC/QA, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 400 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,742,284.16 ROUTE : NUS 50 CALL ORDER : 400 CONTRACT ID : B -25407-A COUNTIES : KNOX LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1618530 | |RAGLE, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 706-05732 8.000 EACH| 800.00000 6400.00| 1025.00000 8200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 659.200 CYS | 195.00000 128544.00| 225.00000 148320.00| CONCRETE, C, RAILING | | | 0044 708-51813 5650.000 SFT | 35.00000 197750.00| 36.00000 203400.00| PNEUMATICALLY PLACED MORTAR | | | 0045 709-51821 LUMP| 58000.00000 58000.00| 61000.00000 61000.00| SURFACE SEAL | | | 0046 710-51870 200.000 SFT | 35.00000 7000.00| 36.00000 7200.00| REPOINTING MASONRY IN STRUCTURES | | | 0047 711-01772 40.000 EACH| 1040.00000 41600.00| 1800.00000 72000.00| RETROFIT, 1 | | | 0048 711-01774 124.000 EACH| 1190.00000 147560.00| 775.00000 96100.00| RETROFIT, 2 | | | 0049 711-01775 80.000 EACH| 3740.00000 299200.00| 1250.00000 100000.00| RETROFIT, 3 | | | 0050 711-01784 20.000 EACH| 660.00000 13200.00| 1050.00000 21000.00| PENCIL SANDBLASTING, GRINDING, AND NON | | | DESTRUCTIVE TESTING | | | 0051 711-05395 1.000 EACH| 950.00000 950.00| 5000.00000 5000.00| REPLACE SOLE PLATE | | | 0052 711-51038 LUMP| 30920.00000 30920.00| 44000.00000 44000.00| STRUCTURAL STEEL | | | 0053 711-51864 912.000 EACH| 32.50000 29640.00| 38.00000 34656.00| DRILLED HOLE | | | 0054 711-51866 584.000 EACH| 27.00000 15768.00| 31.00000 18104.00| RIVET, REMOVE | | | 0055 711-51877 LUMP| 250000.00000 250000.00| 105000.00000 105000.00| JACKING AND SUPPORTING BEAMS | | | 0056 711-96800 48986.000 EACH| 1.65000 80826.90| 1.80000 88174.80| STUD SHEAR CONNECTOR | | | 0057 715-05119 950.000 LFT | 15.00000 14250.00| 20.00000 19000.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0058 715-91361 920.800 LFT | 20.00000 18416.00| 14.00000 12891.20| PIPE, PVC, 6 IN. | | | 0059 715-97686 4.000 EACH| 4200.00000 16800.00| 5000.00000 20000.00| GRATED BOX END SECTION, II, 10:1, 15 IN.| | | 0060 724-51925 72.000 LFT | 105.00000 7560.00| 144.00000 10368.00| STRUCTURAL EXPANSION JOINT, SS | | | 0061 724-51927 216.000 LFT | 550.00000 118800.00| 775.00000 167400.00| STRUCTURAL EXPANSION JOINT, M | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 400 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,742,284.16 ROUTE : NUS 50 CALL ORDER : 400 CONTRACT ID : B -25407-A COUNTIES : KNOX LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1618530 | |RAGLE, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 726-95870 238.000 EACH| 3000.00000 714000.00| 4900.00000 1166200.00| BEARING ASSEMBLY , SEISMIC ISOLATION | | | 0063 801-06203 13184.000 LFT | 0.10000 1318.40| 0.11000 1450.24| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0064 801-06207 19984.000 LFT | 1.00000 19984.00| 1.00000 19984.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0065 801-06469 5000.000 LFT | 1.80000 9000.00| 1.70000 8500.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0066 801-06605 4.000 EACH| 182.00000 728.00| 185.00000 740.00| BARRICADE, IIIA | | | 0067 801-06606 4.000 EACH| 234.00000 936.00| 238.00000 952.00| BARRICADE, IIIB | | | 0068 801-06640 34.000 EACH| 197.00000 6698.00| 200.00000 6800.00| CONSTRUCTION SIGN, A | | | 0069 801-06645 3.000 EACH| 56.00000 168.00| 57.00000 171.00| CONSTRUCTION SIGN, B | | | 0070 801-06710 1080.000 DAY | 13.00000 14040.00| 13.50000 14580.00| FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 41000.00000 41000.00| 70000.00000 70000.00| MAINTAINING TRAFFIC | | | 0072 801-97643 1728.000 LFT | 3.75000 6480.00| 3.90000 6739.20| TEMPORARY BUZZ STRIPS | | | 0073 808-06713 4800.000 LFT | 0.08000 384.00| 0.10000 480.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0074 808-06714 9000.000 LFT | 0.08000 720.00| 0.10000 900.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0075 808-06716 3760.000 LFT | 0.78000 2932.80| 1.00000 3760.00| LINE, REMOVE | | | 0076 808-75001 2320.000 LFT | 0.10000 232.00| 0.11000 255.20| LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0077 808-75996 15.000 EACH| 5.00000 75.00| 12.00000 180.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 52.000 EACH| 34.00000 1768.00| 35.00000 1820.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 619-07306 16000.000 SFT | 15.00000 240000.00| 15.00000 240000.00| CLEAN AND PAINT STEEL BRIDGE, PARTIAL | | | 0080 801-06735 85.000 EACH| 37.00000 3145.00| 38.00000 3230.00| TUBULAR MARKER, PERMANENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 400 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,742,284.16 ROUTE : NUS 50 CALL ORDER : 400 CONTRACT ID : B -25407-A COUNTIES : KNOX LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1618530 | |RAGLE, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 6,587,987.99| $ 6,684,512.36| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,587,987.99| $ 6,684,512.36| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 412 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,158,485.77 ROUTE : LEXINGTON AVE CALL ORDER : 412 CONTRACT ID : B -26011-A COUNTIES : ELKHART LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/30/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : V522001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,153,455.67 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 1,248,929.00 108.2771% 3 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 1,338,333.01 116.0281% ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1690004 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3799.09000 3799.09| 58693.03000 58693.03| 18240.00000 18240.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1870.31000 14962.48| 1800.00000 14400.00| 1075.00000 8600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 56177.50000 56177.50| 60000.00000 60000.00| 66875.00000 66875.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22223.09000 22223.09| 25000.00000 25000.00| 17000.00000 17000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 427.000 m | 4.19000 1789.13| 15.00000 6405.00| 6.00000 2562.00 CURB, CONCRETE, REMOVE | | | 0006 202-04089 13.000 EACH| 50.00000 650.00| 75.00000 975.00| 35.00000 455.00 SIGN, SHEET, REMOVE | | | 0007 202-51328 LUMP| 161721.79000 161721.79| 110000.00000 110000.00| 141637.86000 141637.86 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-52710 469.000 m2 | 8.71000 4084.99| 8.00000 3752.00| 4.50000 2110.50 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 143.000 m2 | 5.60000 800.80| 10.00000 1430.00| 6.00000 858.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 3406.000 m3 | 25.66000 87397.96| 14.00000 47684.00| 5.38000 18324.28 EXCAVATION, COMMON | | | 0011 205-02224 102.000 m | 6.16000 628.32| 6.16000 628.32| 6.16000 628.32 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02236 17.000 EACH| 55.00000 935.00| 55.00000 935.00| 55.00000 935.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 205-02237 12.000 EACH| 30.00000 360.00| 30.00000 360.00| 30.00000 360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 412 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,158,485.77 ROUTE : LEXINGTON AVE CALL ORDER : 412 CONTRACT ID : B -26011-A COUNTIES : ELKHART LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1690004 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 2880.000 m3 | 7.66000 22060.80| 11.18000 32198.40| 12.10000 34848.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 120.000 Mg | 35.80000 4296.00| 37.25000 4470.00| 15.00000 1800.00 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 1211.000 Mg | 35.00000 42385.00| 37.00000 44807.00| 30.00000 36330.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 393.000 Mg | 39.50000 15523.50| 42.00000 16506.00| 34.00000 13362.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05475 298.000 Mg | 39.60000 11800.80| 42.00000 12516.00| 34.00000 10132.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0019 402-05477 194.000 Mg | 48.00000 9312.00| 50.00000 9700.00| 42.00000 8148.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 406-05520 3.100 Mg | 450.00000 1395.00| 450.00000 1395.00| 250.00000 775.00 ASPHALT FOR TACK COAT | | | 0021 501-05090 940.000 m2 | 41.22000 38746.80| 63.17000 59379.80| 94.00000 88360.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0022 604-06069 66.000 m2 | 37.28000 2460.48| 28.00000 1848.00| 38.50000 2541.00 CURB RAMP, CONCRETE | | | 0023 604-91531 463.000 m2 | 28.40000 13149.20| 22.80000 10556.40| 28.00000 12964.00 SIDEWALK, CONCRETE, 100 mm | | | 0024 605-06090 10.000 m | 75.83000 758.30| 107.90000 1079.00| 75.00000 750.00 CURB, INTEGRAL, CONCRETE | | | 0025 605-06120 23.300 m | 75.83000 1766.84| 76.40000 1780.12| 75.00000 1747.50 CURB, CONCRETE | | | 0026 605-06140 349.000 m | 45.51000 15882.99| 39.20000 13680.80| 38.00000 13262.00 CURB AND GUTTER, CONCRETE | | | 0027 605-06215 2.000 m | 250.05000 500.10| 375.15000 750.30| 500.00000 1000.00 CENTER CURB, D, CONCRETE | | | 0028 611-05330 249.000 m2 | 34.85000 8677.65| 37.50000 9337.50| 38.25000 9524.25 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 616-02320 17.000 m2 | 15.08000 256.36| 20.00000 340.00| 7.75000 131.75 GEOTEXTILES | | | 0030 616-06405 9.000 Mg | 92.47000 832.23| 200.00000 1800.00| 50.00000 450.00 RIPRAP, REVETMENT | | | 0031 619-98427 24.000 EACH| 56.62000 1358.88| 66.30000 1591.20| 345.00000 8280.00 CLEAN DRAINS | | | 0032 621-01597 625.000 m2 | 169.77000 106106.25| 120.00000 75000.00| 191.10000 119437.50 EROSION CONTROL, MAT | | | 0033 621-06575 795.000 m2 | 4.30000 3418.50| 9.00000 7155.00| 4.30000 3418.50 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 412 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,158,485.77 ROUTE : LEXINGTON AVE CALL ORDER : 412 CONTRACT ID : B -26011-A COUNTIES : ELKHART LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1690004 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 622-05652 2.000 EACH| 983.00000 1966.00| 983.00000 1966.00| 983.00000 1966.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0035 702-51863 1370.000 EACH| 8.95000 12261.50| 12.00000 16440.00| 6.05000 8288.50 FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-51032 58117.000 kg | 1.80000 104610.60| 1.43000 83107.31| 1.51000 87756.67 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 264.000 m3 | 193.87000 51181.68| 425.00000 112200.00| 715.00000 188760.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-92612 196.100 m | 355.06000 69627.27| 360.00000 70596.00| 600.00000 117660.00 RAILING, CONCRETE, C, MODIFIED | | | 0040 708-51814 47.000 m2 | 27.66000 1300.02| 40.00000 1880.00| 35.00000 1645.00 WELDED STEEL WIRE FABRIC | | | 0041 709-51821 LUMP| 15568.93000 15568.93| 20000.00000 20000.00| 18000.00000 18000.00 SURFACE SEAL | | | 0042 715-01286 63.000 m | 87.75000 5528.25| 139.07000 8761.41| 110.00000 6930.00 PIPE, DUCTILE IRON, 300 mm | | | 0043 715-05028 102.000 m | 65.35000 6665.70| 91.48000 9330.96| 90.00000 9180.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0044 715-05048 302.000 m | 10.71000 3234.42| 14.08000 4252.16| 24.00000 7248.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0045 715-05151 56.000 m | 79.32000 4441.92| 91.94000 5148.64| 100.00000 5600.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0046 715-05152 52.000 m | 78.29000 4071.08| 99.04000 5150.08| 125.00000 6500.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0047 715-05154 11.000 m | 94.66000 1041.26| 186.20000 2048.20| 155.00000 1705.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0048 715-46020 1.000 EACH| 443.41000 443.41| 292.80000 292.80| 700.00000 700.00 PIPE END SECTION, 600 mm | | | 0049 718-52610 68.100 m3 | 46.29000 3152.35| 38.91000 2649.77| 50.00000 3405.00 AGGREGATE FOR UNDERDRAINS | | | 0050 718-99153 843.000 m2 | 1.55000 1306.65| 1.58000 1331.94| 1.25000 1053.75 GEOTEXTILES FOR UNDERDRAIN | | | 0051 720-01091 2.000 EACH| 1649.88000 3299.76| 2501.55000 5003.10| 2000.00000 4000.00 MANHOLE, C10, MODIFIED | | | 0052 720-44000 12.000 EACH| 188.24000 2258.88| 452.47000 5429.64| 300.00000 3600.00 CASTING, ADJUST TO GRADE | | | 0053 720-45045 6.000 EACH| 1029.58000 6177.48| 1503.95000 9023.70| 1300.00000 7800.00 INLET, J10 | | | 0054 720-45055 1.000 EACH| 1043.01000 1043.01| 1703.82000 1703.82| 1500.00000 1500.00 INLET, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 412 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,158,485.77 ROUTE : LEXINGTON AVE CALL ORDER : 412 CONTRACT ID : B -26011-A COUNTIES : ELKHART LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1690004 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 720-45275 1.000 EACH| 971.49000 971.49| 1197.95000 1197.95| 900.00000 900.00 PIPE CATCH BASIN, 600 mm | | | 0056 720-45410 4.000 EACH| 1328.87000 5315.48| 1987.95000 7951.80| 1800.00000 7200.00 MANHOLE, C4 | | | 0057 720-98174 3.000 EACH| 1391.73000 4175.19| 1890.95000 5672.85| 1750.00000 5250.00 INLET, B15 | | | 0058 727-90308 74.000 m | 200.00000 14800.00| 175.00000 12950.00| 120.00000 8880.00 EPOXY INJECTION, CRACK PREPARATION | | | 0059 727-90309 95.000 L | 25.00000 2375.00| 40.00000 3800.00| 20.00000 1900.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0060 727-93560 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 4000.00000 4000.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0061 728-98377 LUMP| 34057.03000 34057.03| 49729.73000 49729.73| 61000.00000 61000.00 MASONRY COATING | | | 0062 801-04308 5.000 EACH| 240.00000 1200.00| 300.00000 1500.00| 240.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06605 8.000 EACH| 90.00000 720.00| 150.00000 1200.00| 90.00000 720.00 BARRICADE, IIIA | | | 0064 801-06606 3.000 EACH| 114.00000 342.00| 125.00000 375.00| 114.00000 342.00 BARRICADE, IIIB | | | 0065 801-06625 25.000 EACH| 69.00000 1725.00| 90.00000 2250.00| 69.00000 1725.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 9.000 EACH| 95.00000 855.00| 90.00000 810.00| 95.00000 855.00 CONSTRUCTION SIGN, A | | | 0067 801-06775 LUMP| 2000.00000 2000.00| 50000.00000 50000.00| 6498.65000 6498.65 MAINTAINING TRAFFIC | | | 0068 802-05701 78.700 m | 28.00000 2203.60| 34.44000 2710.43| 34.44000 2710.43 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-76025 8.290 m2 | 141.00000 1168.89| 118.40000 981.54| 118.40000 981.54 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76035 2.010 m2 | 145.00000 291.45| 139.93000 281.26| 139.93000 281.26 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 805-06592 227.000 m | 26.24000 5956.48| 26.24000 5956.48| 26.24000 5956.48 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0072 805-86810 1.000 EACH| 6000.00000 6000.00| 2500.00000 2500.00| 2500.00000 2500.00 SERVICE POINT, II | | | 0073 805-86920 18.000 EACH| 22.00000 396.00| 22.00000 396.00| 22.00000 396.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 412 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,158,485.77 ROUTE : LEXINGTON AVE CALL ORDER : 412 CONTRACT ID : B -26011-A COUNTIES : ELKHART LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1690004 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 805-86925 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0075 805-86930 16.000 EACH| 20.00000 320.00| 20.00000 320.00| 20.00000 320.00 INSULATING LINK, NOT WATERPROOFED | | | 0076 805-86935 4.000 EACH| 23.00000 92.00| 23.00000 92.00| 23.00000 92.00 INSULATING LINK, WATERPROOFED | | | 0077 805-96189 32.000 m | 1.97000 63.04| 1.97000 63.04| 1.97000 63.04 WIRE, AWG, NO. 10 COPPER STRANDED, 2 1C | | | 0078 805-98336 247.000 m | 10.33000 2551.51| 10.33000 2551.51| 10.33000 2551.51 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0079 807-02191 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| 550.00000 1100.00 HANDHOLE, LIGHTING | | | 0080 807-03951 8.000 EACH| 1275.00000 10200.00| 1275.00000 10200.00| 1275.00000 10200.00 LIGHT POLE, ORNAMENTAL , 4 m | | | 0081 807-86605 8.000 EACH| 825.00000 6600.00| 825.00000 6600.00| 825.00000 6600.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 150 WATT , ORNAMENTAL | | | 0082 807-86910 8.000 EACH| 25.00000 200.00| 25.00000 200.00| 25.00000 200.00 CONNECTOR KIT, UNFUSED | | | 0083 807-86915 8.000 EACH| 25.00000 200.00| 25.00000 200.00| 25.00000 200.00 CONNECTOR KIT, FUSED | | | 0084 808-06703 119.000 m | 1.42000 168.98| 1.19000 141.61| 1.42000 168.98 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0085 808-06705 111.000 m | 2.60000 288.60| 2.34000 259.74| 2.60000 288.60 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0086 808-06706 22.000 m | 7.87000 173.14| 7.03000 154.66| 7.87000 173.14 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0087 808-75245 500.000 m | 1.42000 710.00| 1.19000 595.00| 1.42000 710.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0088 808-75320 4.000 EACH| 39.00000 156.00| 55.00000 220.00| 39.00000 156.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0089 808-75325 2.000 EACH| 59.00000 118.00| 125.00000 250.00| 59.00000 118.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0090 710-51870 47.000 m2 | 1871.57000 87963.79| 1450.00000 68150.00| 1550.00000 72850.00 REPOINTING MASONRY IN STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 412 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,158,485.77 ROUTE : LEXINGTON AVE CALL ORDER : 412 CONTRACT ID : B -26011-A COUNTIES : ELKHART LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1690004 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,153,455.67| $ 1,248,929.00| $ 1,338,333.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,153,455.67| $ 1,248,929.00| $ 1,338,333.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,000.00 ROUTE : CR 700W CALL ORDER : 420 CONTRACT ID : B -26014-A COUNTIES : HENRY LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/18/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9933032 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 289,722.16 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 304,358.73 105.0519% 3 35-1609544 SCHUTT-LOOKABILL CO $ 312,513.27 107.8665% 4 35-1310611 ROBERTSON, DUNCAN, INC. $ 324,862.29 112.1289% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 349,530.45 120.6433% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 364,440.44 125.7896% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1212938 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 4500.00000 4500.00| 6000.00000 6000.00| 6700.00000 6700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1500.00000 9000.00| 1200.00000 7200.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 14400.00000 14400.00| 16000.00000 16000.00| 15600.00000 15600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17400.00000 17400.00| 15000.00000 15000.00| 5500.00000 5500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 40000.00000 40000.00| 30000.00000 30000.00| 56993.00000 56993.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 265.000 m3 | 25.00000 6625.00| 22.00000 5830.00| 15.00000 3975.00 EXCAVATION, COMMON | | | 0007 203-02070 70.000 m3 | 25.00000 1750.00| 0.01000 0.70| 1.00000 70.00 BORROW | | | 0008 205-02224 49.000 m | 7.00000 343.00| 7.00000 343.00| 7.54000 369.46 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 206-51220 80.000 m3 | 30.00000 2400.00| 120.00000 9600.00| 186.82000 14945.60 EXCAVATION, WET | | | 0010 206-51230 32.000 m3 | 30.00000 960.00| 25.00000 800.00| 10.00000 320.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 213-52830 4.000 m3 | 400.00000 1600.00| 160.00000 640.00| 120.00000 480.00 FLOWABLE MORTAR | | | 0013 303-52308 566.000 Mg | 17.00000 9622.00| 15.50000 8773.00| 20.24000 11455.84 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,000.00 ROUTE : CR 700W CALL ORDER : 420 CONTRACT ID : B -26014-A COUNTIES : HENRY LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1212938 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05468 125.000 Mg | 74.00000 9250.00| 54.50000 6812.50| 60.38000 7547.50 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 135.000 Mg | 74.00000 9990.00| 52.00000 7020.00| 57.50000 7762.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 63.000 Mg | 80.00000 5040.00| 83.00000 5229.00| 92.00000 5796.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 15.000 Mg | 149.00000 2235.00| 125.00000 1875.00| 138.00000 2070.00 HMA BASE 25.0 mm, SHOULDER | | | 0018 404-05511 145.000 m2 | 13.00000 1885.00| 21.00000 3045.00| 23.00000 3335.00 SEAL COAT, 2 | | | 0019 405-05518 830.000 m2 | 0.50000 415.00| 1.60000 1328.00| 1.70000 1411.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1615.000 m2 | 0.04000 64.60| 0.10000 161.50| 0.06000 96.90 ASPHALT FOR TACK COAT | | | 0021 601-01854 4.000 EACH| 875.00000 3500.00| 1000.00000 4000.00| 978.00000 3912.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0022 601-94689 4.000 EACH| 2000.00000 8000.00| 2100.00000 8400.00| 2242.00000 8968.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 850.00000 850.00| 1000.00000 1000.00| 920.00000 920.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 179.070 m | 28.00000 5013.96| 29.00000 5193.03| 31.22000 5590.57 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 608-04395 5.000 Mg | 100.00000 500.00| 68.00000 340.00| 50.00000 250.00 AGGREGATE FOR SHOULDER DRAINS | | | 0026 610-06259 148.000 m2 | 60.00000 8880.00| 56.00000 8288.00| 68.00000 10064.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0027 615-06505 2.000 EACH| 450.00000 900.00| 440.00000 880.00| 489.00000 978.00 MONUMENT, B | | | 0028 615-99189 1.000 EACH| 1100.00000 1100.00| 1500.00000 1500.00| 500.00000 500.00 PLAQUE, ALUMINUM | | | 0029 616-02320 280.000 m2 | 3.00000 840.00| 4.20000 1176.00| 2.00000 560.00 GEOTEXTILES | | | 0030 616-06405 210.000 Mg | 26.00000 5460.00| 23.00000 4830.00| 25.47000 5348.70 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 315.00000 630.00| 330.00000 660.00| 345.00000 690.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02363 1500.000 m2 | 0.45000 675.00| 0.50000 750.00| 0.48000 720.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,000.00 ROUTE : CR 700W CALL ORDER : 420 CONTRACT ID : B -26014-A COUNTIES : HENRY LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1212938 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-02770 306.000 m2 | 1.70000 520.20| 1.80000 550.80| 1.84000 563.04 EROSION CONTROL BLANKET | | | 0034 621-06548 5.000 kg | 53.00000 265.00| 51.00000 255.00| 57.00000 285.00 SEED MIXTURE, CV | | | 0035 621-06559 1500.000 m2 | 0.55000 825.00| 0.60000 900.00| 0.58000 870.00 MULCHED SEEDING, R | | | 0036 621-06567 1.000 kL | 1.00000 1.00| 1.00000 1.00| 0.63000 0.63 WATER | | | 0037 621-06574 22.000 m2 | 37.00000 814.00| 37.00000 814.00| 40.25000 885.50 SODDING | | | 0038 622-52436 4.000 EACH| 27.00000 108.00| 27.00000 108.00| 29.00000 116.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 701-51195 340.000 m | 60.00000 20400.00| 120.00000 40800.00| 50.00000 17000.00 PILE, STEEL H, HP 310 X 79 | | | 0040 701-91792 20.000 EACH| 100.00000 2000.00| 100.00000 2000.00| 80.00000 1600.00 PILE TIP, STEEL H | | | 0041 702-51005 44.200 m3 | 450.00000 19890.00| 450.00000 19890.00| 455.97000 20153.87 CONCRETE, A, SUBSTRUCTURE | | | 0042 703-51030 4362.000 kg | 1.15000 5016.30| 1.35000 5888.70| 1.07000 4667.34 REINFORCING STEEL | | | 0043 703-51032 10317.000 kg | 1.30000 13412.10| 1.50000 15475.50| 1.23000 12689.91 REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 70.300 m3 | 500.00000 35150.00| 550.00000 38665.00| 589.88000 41468.56 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-91957 38.100 m | 220.00000 8382.00| 210.00000 8001.00| 218.50000 8324.85 BRIDGE RAILING, THRIE BEAM | | | 0046 709-51821 LUMP| 2500.00000 2500.00| 2700.00000 2700.00| 920.00000 920.00 SURFACE SEAL | | | 0047 801-04308 4.000 EACH| 180.00000 720.00| 200.00000 800.00| 201.00000 804.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06605 8.000 EACH| 65.00000 520.00| 75.00000 600.00| 69.00000 552.00 BARRICADE, IIIA | | | 0049 801-06606 4.000 EACH| 75.00000 300.00| 85.00000 340.00| 80.00000 320.00 BARRICADE, IIIB | | | 0050 801-06625 4.000 EACH| 95.00000 380.00| 100.00000 400.00| 104.00000 416.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 8.000 EACH| 55.00000 440.00| 65.00000 520.00| 56.00000 448.00 CONSTRUCTION SIGN, A | | | 0052 207-06499 850.000 m2 | 5.00000 4250.00| 3.50000 2975.00| 6.47000 5499.50 SUBGRADE TREATMENT | | | SECTION TOTALS | $ 289,722.16| $ 304,358.73| $ 312,513.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 289,722.16| $ 304,358.73| $ 312,513.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,000.00 ROUTE : CR 700W CALL ORDER : 420 CONTRACT ID : B -26014-A COUNTIES : HENRY LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1128289 |(6) 35-1364963 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1500.00000 9000.00| 1250.00000 7500.00| 1200.00000 7200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 17500.00000 17500.00| 17500.00000 17500.00| 17750.00000 17750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 24500.00000 24500.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 25000.00000 25000.00| 21099.00000 21099.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 265.000 m3 | 20.00000 5300.00| 22.50000 5962.50| 20.00000 5300.00 EXCAVATION, COMMON | | | 0007 203-02070 70.000 m3 | 30.00000 2100.00| 34.00000 2380.00| 20.00000 1400.00 BORROW | | | 0008 205-02224 49.000 m | 5.00000 245.00| 7.00000 343.00| 7.50000 367.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 206-51220 80.000 m3 | 150.00000 12000.00| 450.00000 36000.00| 120.00000 9600.00 EXCAVATION, WET | | | 0010 206-51230 32.000 m3 | 25.00000 800.00| 31.00000 992.00| 24.00000 768.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 213-52830 4.000 m3 | 200.00000 800.00| 180.00000 720.00| 120.00000 480.00 FLOWABLE MORTAR | | | 0013 303-52308 566.000 Mg | 20.00000 11320.00| 25.50000 14433.00| 27.50000 15565.00 COMPACTED AGGREGATE, O, 53 | | | 0014 402-05468 125.000 Mg | 57.75000 7218.75| 55.00000 6875.00| 57.50000 7187.50 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 135.000 Mg | 55.00000 7425.00| 55.00000 7425.00| 55.00000 7425.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 63.000 Mg | 88.00000 5544.00| 85.00000 5355.00| 88.00000 5544.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 15.000 Mg | 132.00000 1980.00| 125.00000 1875.00| 132.00000 1980.00 HMA BASE 25.0 mm, SHOULDER | | | 0018 404-05511 145.000 m2 | 22.00000 3190.00| 21.00000 3045.00| 22.00000 3190.00 SEAL COAT, 2 | | | 0019 405-05518 830.000 m2 | 1.65000 1369.50| 1.50000 1245.00| 1.50000 1245.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1615.000 m2 | 0.06000 96.90| 0.05000 80.75| 0.10000 161.50 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 420 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,000.00 ROUTE : CR 700W CALL ORDER : 420 CONTRACT ID : B -26014-A COUNTIES : HENRY LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1128289 |(6) 35-1364963 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01854 4.000 EACH| 935.00000 3740.00| 850.00000 3400.00| 900.00000 3600.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0022 601-94689 4.000 EACH| 2145.00000 8580.00| 1950.00000 7800.00| 2250.00000 9000.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 880.00000 880.00| 800.00000 800.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 179.070 m | 29.86000 5347.03| 27.15000 4861.75| 32.00000 5730.24 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 608-04395 5.000 Mg | 25.00000 125.00| 35.00000 175.00| 50.00000 250.00 AGGREGATE FOR SHOULDER DRAINS | | | 0026 610-06259 148.000 m2 | 75.00000 11100.00| 70.00000 10360.00| 64.00000 9472.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0027 615-06505 2.000 EACH| 400.00000 800.00| 425.00000 850.00| 450.00000 900.00 MONUMENT, B | | | 0028 615-99189 1.000 EACH| 1500.00000 1500.00| 1750.00000 1750.00| 1200.00000 1200.00 PLAQUE, ALUMINUM | | | 0029 616-02320 280.000 m2 | 4.00000 1120.00| 2.50000 700.00| 3.30000 924.00 GEOTEXTILES | | | 0030 616-06405 210.000 Mg | 25.00000 5250.00| 28.00000 5880.00| 35.00000 7350.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 330.00000 660.00| 325.00000 650.00| 350.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02363 1500.000 m2 | 0.46000 690.00| 0.45000 675.00| 0.50000 750.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0033 621-02770 306.000 m2 | 1.76000 538.56| 1.75000 535.50| 2.00000 612.00 EROSION CONTROL BLANKET | | | 0034 621-06548 5.000 kg | 54.45000 272.25| 54.00000 270.00| 60.00000 300.00 SEED MIXTURE, CV | | | 0035 621-06559 1500.000 m2 | 0.55000 825.00| 0.55000 825.00| 0.60000 900.00 MULCHED SEEDING, R | | | 0036 621-06567 1.000 kL | 1.00000 1.00| 0.60000 0.60| 1.00000 1.00 WATER | | | 0037 621-06574 22.000 m2 | 40.00000 880.00| 40.00000 880.00| 35.00000 770.00 SODDING | | | 0038 622-52436 4.000 EACH| 30.00000 120.00| 27.50000 110.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 701-51195 340.000 m | 100.00000 34000.00| 65.00000 22100.00| 135.00000 45900.00 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 420 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,000.00 ROUTE : CR 700W CALL ORDER : 420 CONTRACT ID : B -26014-A COUNTIES : HENRY LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1128289 |(6) 35-1364963 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 701-91792 20.000 EACH| 100.00000 2000.00| 125.00000 2500.00| 125.00000 2500.00 PILE TIP, STEEL H | | | 0041 702-51005 44.200 m3 | 500.00000 22100.00| 610.00000 26962.00| 600.00000 26520.00 CONCRETE, A, SUBSTRUCTURE | | | 0042 703-51030 4362.000 kg | 1.30000 5670.60| 1.05000 4580.10| 1.50000 6543.00 REINFORCING STEEL | | | 0043 703-51032 10317.000 kg | 1.40000 14443.80| 1.25000 12896.25| 1.60000 16507.20 REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 70.300 m3 | 750.00000 52725.00| 750.00000 52725.00| 750.00000 52725.00 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-91957 38.100 m | 209.00000 7962.90| 190.00000 7239.00| 225.00000 8572.50 BRIDGE RAILING, THRIE BEAM | | | 0046 709-51821 LUMP| 3500.00000 3500.00| 1500.00000 1500.00| 3000.00000 3000.00 SURFACE SEAL | | | 0047 801-04308 4.000 EACH| 192.50000 770.00| 200.00000 800.00| 250.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06605 8.000 EACH| 66.00000 528.00| 100.00000 800.00| 100.00000 800.00 BARRICADE, IIIA | | | 0049 801-06606 4.000 EACH| 77.00000 308.00| 100.00000 400.00| 100.00000 400.00 BARRICADE, IIIB | | | 0050 801-06625 4.000 EACH| 99.00000 396.00| 100.00000 400.00| 100.00000 400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 8.000 EACH| 55.00000 440.00| 75.00000 600.00| 100.00000 800.00 CONSTRUCTION SIGN, A | | | 0052 207-06499 850.000 m2 | 2.00000 1700.00| 15.50000 13175.00| 15.00000 12750.00 SUBGRADE TREATMENT | | | SECTION TOTALS | $ 324,862.29| $ 349,530.45| $ 364,440.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 324,862.29| $ 349,530.45| $ 364,440.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 432 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,565.57 ROUTE : SR 7 CALL ORDER : 432 CONTRACT ID : B -26064-A COUNTIES : JENNINGS LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2072012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 326,121.95 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 357,153.23 109.5152% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 365,360.97 112.0320% 4 35-1385672 FORCE CONSTRUCTION $ 376,700.29 115.5090% 5 35-1310611 ROBERTSON, DUNCAN, INC. $ 396,896.45 121.7018% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 1600.00000 1600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1000.00000 6000.00| 1800.00000 10800.00| 1600.00000 9600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16250.00000 16250.00| 17500.00000 17500.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 100.800 m2 | 20.00000 2016.00| 25.00000 2520.00| 20.00000 2016.00 PAVEMENT, REMOVE | | | 0005 202-02241 248.900 m | 7.50000 1866.75| 6.50000 1617.85| 13.00000 3235.70 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 29500.00000 29500.00| 33000.00000 33000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 211-06467 21.100 m3 | 27.50000 580.25| 50.00000 1055.00| 90.00000 1899.00 AGGREGATE FOR END BENT BACKFILL | | | 0008 406-05521 1589.000 m2 | 0.05000 79.45| 0.30000 476.70| 0.06000 95.34 ASPHALT FOR TACK COAT | | | 0009 601-01522 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0010 601-01700 2.000 EACH| 1500.00000 3000.00| 1595.00000 3190.00| 1450.00000 2900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0011 601-04746 4.000 EACH| 3950.00000 15800.00| 3600.00000 14400.00| 5000.00000 20000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0012 601-94689 4.000 EACH| 2250.00000 9000.00| 2395.00000 9580.00| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0013 601-99105 252.500 m | 30.00000 7575.00| 30.13000 7607.83| 28.00000 7070.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 432 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,565.57 ROUTE : SR 7 CALL ORDER : 432 CONTRACT ID : B -26064-A COUNTIES : JENNINGS LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 602-06639 82.300 m | 55.00000 4526.50| 70.00000 5761.00| 75.00000 6172.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0015 602-06646 177.000 m | 50.00000 8850.00| 65.00000 11505.00| 65.00000 11505.00 TEMPORARY CONCRETE BARRIER | | | 0016 602-06729 8.000 EACH| 8.50000 68.00| 7.00000 56.00| 7.25000 58.00 BARRIER DELINEATOR | | | 0017 610-05527 305.300 Mg | 69.50000 21218.35| 70.00000 21371.00| 60.00000 18318.00 HMA FOR APPROACHES | | | 0018 610-06257 204.800 m2 | 57.50000 11776.00| 75.00000 15360.00| 80.00000 16384.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0019 610-06460 11.900 Mg | 35.00000 416.50| 28.00000 333.20| 40.00000 476.00 COMPACTED AGGREGATE, O | | | 0020 616-02320 110.000 m2 | 3.00000 330.00| 6.00000 660.00| 6.00000 660.00 GEOTEXTILES | | | 0021 616-06406 93.500 m2 | 27.50000 2571.25| 30.00000 2805.00| 30.00000 2805.00 RIPRAP, REVETMENT | | | 0022 702-04433 6.000 EACH| 500.00000 3000.00| 150.00000 900.00| 400.00000 2400.00 FLOOR DRAIN, PVC, 150 mm | | | 0023 702-51005 8.800 m3 | 650.00000 5720.00| 700.00000 6160.00| 1000.00000 8800.00 CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51863 1372.000 EACH| 6.00000 8232.00| 5.00000 6860.00| 7.50000 10290.00 FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-51030 3707.000 kg | 1.60000 5931.20| 1.45000 5375.15| 1.40000 5189.80 REINFORCING STEEL | | | 0026 703-51032 8131.000 kg | 1.60000 13009.60| 1.65000 13416.15| 1.60000 13009.60 REINFORCING STEEL, EPOXY COATED | | | 0027 703-90512 26.000 EACH| 10.00000 260.00| 7.50000 195.00| 13.00000 338.00 THREADED BAR SPLICE | | | 0028 703-97703 56.000 EACH| 12.00000 672.00| 9.00000 504.00| 15.00000 840.00 THREADED BAR SPLICE, EPOXY COATED | | | 0029 704-51002 15.460 m3 | 750.00000 11595.00| 900.00000 13914.00| 900.00000 13914.00 CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-05732 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-99291 136.200 m | 127.50000 17365.50| 130.00000 17706.00| 100.00000 13620.00 RAILING, CONCRETE, C, 840 mm | | | 0032 709-51821 LUMP| 3500.00000 3500.00| 3450.00000 3450.00| 3200.00000 3200.00 SURFACE SEAL | | | 0033 722-51401 5.000 m2 | 100.00000 500.00| 350.00000 1750.00| 100.00000 500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 432 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,565.57 ROUTE : SR 7 CALL ORDER : 432 CONTRACT ID : B -26064-A COUNTIES : JENNINGS LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 722-51842 895.800 m2 | 55.00000 49269.00| 60.00000 53748.00| 55.00000 49269.00 BRIDGE DECK OVERLAY | | | 0035 722-51846 6.500 m3 | 434.50000 2824.25| 434.50000 2824.25| 434.50000 2824.25 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 89.000 m2 | 50.00000 4450.00| 75.00000 6675.00| 50.00000 4450.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 722-60824 904.100 m2 | 6.50000 5876.65| 6.00000 5424.60| 6.50000 5876.65 SURFACE MILLING | | | 0038 724-51925 28.600 m | 300.00000 8580.00| 350.00000 10010.00| 375.00000 10725.00 STRUCTURAL EXPANSION JOINT, SS | | | 0039 801-01851 LUMP| 17500.00000 17500.00| 22171.43000 22171.43| 30000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06207 1102.000 m | 3.10000 3416.20| 2.95000 3250.90| 3.25000 3581.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06606 2.000 EACH| 100.00000 200.00| 225.00000 450.00| 80.00000 160.00 BARRICADE, IIIB | | | 0042 801-06640 25.000 EACH| 100.00000 2500.00| 75.00000 1875.00| 80.00000 2000.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 6.000 EACH| 30.00000 180.00| 40.00000 240.00| 34.00000 204.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0045 808-06712 358.000 m | 0.50000 179.00| 0.79000 282.82| 0.50000 179.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 265.000 m | 0.50000 132.50| 0.79000 209.35| 0.50000 132.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 1200.000 m | 0.50000 600.00| 0.79000 948.00| 0.50000 600.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 607.500 m | 2.00000 1215.00| 2.00000 1215.00| 1.75000 1063.13 LINE, REMOVE | | | 0049 808-75996 6.000 EACH| 15.00000 90.00| 15.00000 90.00| 50.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 6.000 EACH| 100.00000 600.00| 85.00000 510.00| 150.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 326,121.95| $ 357,153.23| $ 365,360.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 326,121.95| $ 357,153.23| $ 365,360.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 432 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,565.57 ROUTE : SR 7 CALL ORDER : 432 CONTRACT ID : B -26064-A COUNTIES : JENNINGS LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1310611 | |FORCE CONSTRUCTION |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3300.00000 3300.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1665.00000 9990.00| 1500.00000 9000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 33430.00000 33430.00| 17500.00000 17500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 100.800 m2 | 32.78000 3304.22| 40.00000 4032.00| PAVEMENT, REMOVE | | | 0005 202-02241 248.900 m | 11.37000 2829.99| 7.15000 1779.63| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 12367.00000 12367.00| 50000.00000 50000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 211-06467 21.100 m3 | 93.09000 1964.20| 30.00000 633.00| AGGREGATE FOR END BENT BACKFILL | | | 0008 406-05521 1589.000 m2 | 0.05000 79.45| 0.06000 95.34| ASPHALT FOR TACK COAT | | | 0009 601-01522 4.000 EACH| 1200.00000 4800.00| 1320.00000 5280.00| GUARDRAIL TRANSITION TYPE TGB | | | 0010 601-01700 2.000 EACH| 1595.00000 3190.00| 1755.00000 3510.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0011 601-04746 4.000 EACH| 3600.00000 14400.00| 3960.00000 15840.00| ENERGY ABSORBING TERMINAL, CZ | | | 0012 601-94689 4.000 EACH| 2395.00000 9580.00| 2635.00000 10540.00| GUARDRAIL END TREATMENT, OS | | | 0013 601-99105 252.500 m | 30.13000 7607.83| 33.13000 8365.32| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0014 602-06639 82.300 m | 91.70000 7546.91| 65.00000 5349.50| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0015 602-06646 177.000 m | 103.00000 18231.00| 60.00000 10620.00| TEMPORARY CONCRETE BARRIER | | | 0016 602-06729 8.000 EACH| 7.00000 56.00| 10.00000 80.00| BARRIER DELINEATOR | | | 0017 610-05527 305.300 Mg | 59.00000 18012.70| 65.00000 19844.50| HMA FOR APPROACHES | | | 0018 610-06257 204.800 m2 | 83.51000 17102.85| 75.00000 15360.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0019 610-06460 11.900 Mg | 132.00000 1570.80| 25.00000 297.50| COMPACTED AGGREGATE, O | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 432 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,565.57 ROUTE : SR 7 CALL ORDER : 432 CONTRACT ID : B -26064-A COUNTIES : JENNINGS LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1310611 | |FORCE CONSTRUCTION |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 616-02320 110.000 m2 | 5.80000 638.00| 4.00000 440.00| GEOTEXTILES | | | 0021 616-06406 93.500 m2 | 60.08000 5617.48| 25.00000 2337.50| RIPRAP, REVETMENT | | | 0022 702-04433 6.000 EACH| 36.70000 220.20| 1500.00000 9000.00| FLOOR DRAIN, PVC, 150 mm | | | 0023 702-51005 8.800 m3 | 564.50000 4967.60| 1000.00000 8800.00| CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51863 1372.000 EACH| 7.84000 10756.48| 7.00000 9604.00| FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-51030 3707.000 kg | 1.41000 5226.87| 1.35000 5004.45| REINFORCING STEEL | | | 0026 703-51032 8131.000 kg | 1.57000 12765.67| 1.45000 11789.95| REINFORCING STEEL, EPOXY COATED | | | 0027 703-90512 26.000 EACH| 9.67000 251.42| 10.00000 260.00| THREADED BAR SPLICE | | | 0028 703-97703 56.000 EACH| 11.70000 655.20| 12.00000 672.00| THREADED BAR SPLICE, EPOXY COATED | | | 0029 704-51002 15.460 m3 | 615.80000 9520.27| 1000.00000 15460.00| CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-05732 4.000 EACH| 1000.00000 4000.00| 1300.00000 5200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-99291 136.200 m | 107.00000 14573.40| 145.00000 19749.00| RAILING, CONCRETE, C, 840 mm | | | 0032 709-51821 LUMP| 3450.00000 3450.00| 5000.00000 5000.00| SURFACE SEAL | | | 0033 722-51401 5.000 m2 | 593.25000 2966.25| 200.00000 1000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0034 722-51842 895.800 m2 | 74.00000 66289.20| 50.00000 44790.00| BRIDGE DECK OVERLAY | | | 0035 722-51846 6.500 m3 | 434.50000 2824.25| 434.50000 2824.25| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 89.000 m2 | 133.82000 11909.98| 125.00000 11125.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 722-60824 904.100 m2 | 3.45000 3119.15| 5.00000 4520.50| SURFACE MILLING | | | 0038 724-51925 28.600 m | 219.70000 6283.42| 300.00000 8580.00| STRUCTURAL EXPANSION JOINT, SS | | | 0039 801-01851 LUMP| 22171.43000 22171.43| 30000.00000 30000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06207 1102.000 m | 2.95000 3250.90| 3.25000 3581.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 432 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,565.57 ROUTE : SR 7 CALL ORDER : 432 CONTRACT ID : B -26064-A COUNTIES : JENNINGS LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1310611 | |FORCE CONSTRUCTION |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06606 2.000 EACH| 225.00000 450.00| 250.00000 500.00| BARRICADE, IIIB | | | 0042 801-06640 25.000 EACH| 75.00000 1875.00| 85.00000 2125.00| CONSTRUCTION SIGN, A | | | 0043 801-06645 6.000 EACH| 40.00000 240.00| 44.00000 264.00| CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0045 808-06712 358.000 m | 0.79000 282.82| 0.87000 311.46| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 265.000 m | 0.79000 209.35| 0.87000 230.55| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 1200.000 m | 0.79000 948.00| 0.87000 1044.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 607.500 m | 2.00000 1215.00| 2.20000 1336.50| LINE, REMOVE | | | 0049 808-75996 6.000 EACH| 25.00000 150.00| 25.00000 150.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 6.000 EACH| 85.00000 510.00| 95.00000 570.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 376,700.29| $ 396,896.45| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 376,700.29| $ 396,896.45| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 991,223.48 ROUTE : US 35 CALL ORDER : 440 CONTRACT ID : B -26132-A COUNTIES : PULASKI LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/22/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1475024 1475023 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 760,482.61 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 819,893.30 107.8122% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 890,362.41 117.0786% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,043,081.16 137.1604% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1386990 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 1684.89000 1684.89| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2200.00000 19800.00| 1738.50000 15646.50| 2500.00000 22500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 40749.86000 40749.86| 42000.00000 42000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 2372.75000 2372.75| 3000.00000 3000.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 5000.00000 5000.00| 9291.00000 9291.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02240 641.000 m2 | 8.37000 5365.17| 8.31000 5326.71| 15.00000 9615.00 PAVEMENT, REMOVE | | | 0007 202-51330 LUMP| 20000.00000 20000.00| 50850.88000 50850.88| 48000.00000 48000.00 PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0008 202-51330 LUMP| 18000.00000 18000.00| 41986.46000 41986.46| 48000.00000 48000.00 PRESENT STRUCTURE, REMOVE , STR NO 2 | | | 0009 202-60820 2760.000 m2 | 3.00000 8280.00| 3.02000 8335.20| 2.75000 7590.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 1645.000 m3 | 7.49000 12321.05| 12.94000 21286.30| 11.00000 18095.00 EXCAVATION, COMMON | | | 0011 203-02070 605.000 m3 | 13.07000 7907.35| 14.07000 8512.35| 13.20000 7986.00 BORROW | | | 0012 205-06931 14.000 Mg | 26.79000 375.06| 80.16000 1122.24| 70.00000 980.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 241.000 Mg | 28.59000 6890.19| 22.09000 5323.69| 55.00000 13255.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 991,223.48 ROUTE : US 35 CALL ORDER : 440 CONTRACT ID : B -26132-A COUNTIES : PULASKI LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1386990 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06937 255.000 m | 6.20000 1581.00| 5.20000 1326.00| 3.00000 765.00 TEMPORARY SILT FENCE | | | 0015 206-51220 35.000 m3 | 131.43000 4600.05| 42.64000 1492.40| 165.00000 5775.00 EXCAVATION, WET | | | 0016 207-06499 1690.000 m2 | 5.38000 9092.20| 2.11000 3565.90| 5.00000 8450.00 SUBGRADE TREATMENT | | | 0017 211-06467 24.500 m3 | 32.65000 799.93| 48.51000 1188.50| 38.00000 931.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 213-52830 7.300 m3 | 136.99000 1000.03| 104.75000 764.68| 350.00000 2555.00 FLOWABLE MORTAR | | | 0019 303-52308 1464.000 Mg | 17.64000 25824.96| 15.10000 22106.40| 18.00000 26352.00 COMPACTED AGGREGATE, O, 53 | | | 0020 402-05468 78.000 Mg | 60.00000 4680.00| 52.00000 4056.00| 60.00000 4680.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 81.000 Mg | 62.00000 5022.00| 54.00000 4374.00| 64.00000 5184.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 268.000 Mg | 63.25000 16951.00| 55.00000 14740.00| 63.00000 16884.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 328.000 Mg | 60.25000 19762.00| 46.00000 15088.00| 54.00000 17712.00 HMA BASE 25.0 mm, SHOULDER | | | 0024 404-05511 1169.000 m2 | 3.00000 3507.00| 2.50000 2922.50| 3.10000 3623.90 SEAL COAT, 2 | | | 0025 405-05518 1263.000 m2 | 0.80000 1010.40| 0.65000 820.95| 1.00000 1263.00 ASPHALT FOR PRIME COAT | | | 0026 406-05521 3555.000 m2 | 0.09000 319.95| 0.05000 177.75| 0.25000 888.75 ASPHALT FOR TACK COAT | | | 0027 601-01522 8.000 EACH| 1300.00000 10400.00| 1150.00000 9200.00| 1500.00000 12000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-94689 8.000 EACH| 2000.00000 16000.00| 1850.00000 14800.00| 2400.00000 19200.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH| 1000.00000 1000.00| 750.00000 750.00| 1200.00000 1200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 373.380 m | 56.00000 20909.28| 28.50000 10641.33| 33.00000 12321.54 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 610-06259 371.900 m2 | 60.00000 22314.00| 56.40000 20975.16| 58.00000 21570.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 615-06500 4.000 EACH| 1000.00000 4000.00| 590.00000 2360.00| 600.00000 2400.00 MONUMENT, A | | | 0033 616-02320 1703.000 m2 | 3.03000 5160.09| 2.22000 3780.66| 3.90000 6641.70 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 991,223.48 ROUTE : US 35 CALL ORDER : 440 CONTRACT ID : B -26132-A COUNTIES : PULASKI LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1386990 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-06405 895.000 Mg | 25.52000 22840.40| 21.07000 18857.65| 21.00000 18795.00 RIPRAP, REVETMENT | | | 0035 621-01004 4.000 EACH| 400.00000 1600.00| 200.00000 800.00| 800.00000 3200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02363 9571.000 m2 | 0.35000 3349.85| 0.30000 2871.30| 0.90000 8613.90 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0037 621-02770 1537.000 m2 | 2.40000 3688.80| 2.00000 3074.00| 2.10000 3227.70 EROSION CONTROL BLANKET | | | 0038 621-06548 4.000 kg | 80.00000 320.00| 55.00000 220.00| 75.00000 300.00 SEED MIXTURE, CV | | | 0039 621-06559 9149.000 m2 | 0.51000 4665.99| 0.44000 4025.56| 0.90000 8234.10 MULCHED SEEDING, R | | | 0040 621-06567 8.400 kL | 1.00000 8.40| 0.55000 4.62| 1.00000 8.40 WATER | | | 0041 621-06574 422.000 m2 | 4.80000 2025.60| 4.20000 1772.40| 7.00000 2954.00 SODDING | | | 0042 622-52436 2.000 EACH| 50.00000 100.00| 25.00000 50.00| 30.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 45.000 EACH| 11.00000 495.00| 9.86000 443.70| 11.00000 495.00 SEEDLING | | | 0044 701-51195 580.000 m | 85.00000 49300.00| 75.73000 43923.40| 79.00000 45820.00 PILE, STEEL H, HP 310 X 79 | | | 0045 701-91792 24.000 EACH| 110.00000 2640.00| 73.41000 1761.84| 135.00000 3240.00 PILE TIP, STEEL H | | | 0046 701-98647 270.000 m | 91.00000 24570.00| 88.31000 23843.70| 115.00000 31050.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0047 702-04433 28.000 EACH| 100.00000 2800.00| 52.71000 1475.88| 50.00000 1400.00 FLOOR DRAIN, PVC, 150 mm | | | 0048 702-51100 34.000 kg | 8.82000 299.88| 13.19000 448.46| 25.00000 850.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0049 702-90915 85.200 m3 | 457.75000 39000.30| 814.59000 69403.07| 460.00000 39192.00 CONCRETE, A | | | 0050 702-93722 234.700 m3 | 444.74000 104380.48| 641.84000 150639.85| 480.00000 112656.00 CONCRETE, C | | | 0051 703-51032 31621.000 kg | 1.30000 41107.30| 0.99000 31304.79| 1.33000 42055.93 REINFORCING STEEL, EPOXY COATED | | | 0052 706-05732 8.000 EACH| 1300.00000 10400.00| 1200.00000 9600.00| 1300.00000 10400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51025 101.836 m | 150.00000 15275.40| 110.00000 11201.96| 140.00000 14257.04 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 991,223.48 ROUTE : US 35 CALL ORDER : 440 CONTRACT ID : B -26132-A COUNTIES : PULASKI LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1386990 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 707-05979 266.700 m2 | 243.72000 65000.12| 271.38000 72377.05| 330.00000 88011.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0055 709-51821 LUMP| 3500.00000 3500.00| 2800.00000 2800.00| 4600.00000 4600.00 SURFACE SEAL , STR NO 1 | | | 0056 709-51821 LUMP| 3500.00000 3500.00| 2700.00000 2700.00| 4400.00000 4400.00 SURFACE SEAL , STR NO 2 | | | 0057 715-05407 36.000 m | 32.78000 1180.08| 20.65000 743.40| 40.00000 1440.00 PIPE, END BENT DRAIN, 150 mm | | | 0058 719-35020 30.000 m | 26.13000 783.90| 43.88000 1316.40| 40.00000 1200.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0059 719-35025 30.000 m | 26.13000 783.90| 43.88000 1316.40| 55.00000 1650.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0060 801-04308 16.000 EACH| 500.00000 8000.00| 128.00000 2048.00| 175.00000 2800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 12.000 EACH| 300.00000 3600.00| 84.00000 1008.00| 115.00000 1380.00 BARRICADE, IIIA | | | 0062 801-06606 4.000 EACH| 250.00000 1000.00| 112.00000 448.00| 155.00000 620.00 BARRICADE, IIIB | | | 0063 801-06625 30.000 EACH| 100.00000 3000.00| 70.49000 2114.70| 100.00000 3000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 30.000 EACH| 160.00000 4800.00| 92.00000 2760.00| 121.00000 3630.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 5000.00000 5000.00| 984.29000 984.29| 5800.00000 5800.00 MAINTAINING TRAFFIC , STR NO 1 | | | 0066 801-06775 LUMP| 5000.00000 5000.00| 984.29000 984.29| 5800.00000 5800.00 MAINTAINING TRAFFIC , STR NO 2 | | | 0067 802-02489 12.000 m | 40.00000 480.00| 20.10000 241.20| 35.00000 420.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0068 802-05701 15.200 m | 60.00000 912.00| 23.03000 350.06| 39.00000 592.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-05702 6.800 m | 70.00000 476.00| 17.19000 116.89| 25.00000 170.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0070 802-76025 2.520 m2 | 340.00000 856.80| 139.00000 350.28| 300.00000 756.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 991,223.48 ROUTE : US 35 CALL ORDER : 440 CONTRACT ID : B -26132-A COUNTIES : PULASKI LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1386990 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 802-76035 1.320 m2 | 300.00000 396.00| 151.57000 200.07| 290.00000 382.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0072 804-06770 2.000 EACH| 40.00000 80.00| 12.87000 25.74| 25.00000 50.00 DELINEATOR POST | | | 0073 808-06712 135.000 m | 0.90000 121.50| 0.66000 89.10| 1.05000 141.75 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 1070.000 m | 0.90000 963.00| 0.66000 706.20| 1.05000 1123.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 188.000 m | 0.90000 169.20| 0.66000 124.08| 1.05000 197.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75996 33.000 EACH| 10.00000 330.00| 22.97000 758.01| 20.00000 660.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0077 808-75998 33.000 EACH| 70.00000 2310.00| 60.30000 1989.90| 70.00000 2310.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 760,482.61| $ 819,893.30| $ 890,362.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 760,482.61| $ 819,893.30| $ 890,362.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 440 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 991,223.48 ROUTE : US 35 CALL ORDER : 440 CONTRACT ID : B -26132-A COUNTIES : PULASKI LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 8726.17000 8726.17| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2100.00000 18900.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 52120.53000 52120.53| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10237.70000 10237.70| | CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 10237.70000 10237.70| | CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02240 641.000 m2 | 8.67000 5557.47| | PAVEMENT, REMOVE | | | 0007 202-51330 LUMP| 126454.57000 126454.57| | PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0008 202-51330 LUMP| 79971.91000 79971.91| | PRESENT STRUCTURE, REMOVE , STR NO 2 | | | 0009 202-60820 2760.000 m2 | 1.09000 3008.40| | SURFACE MILLING, ASPHALT | | | 0010 203-02000 1645.000 m3 | 29.03000 47754.35| | EXCAVATION, COMMON | | | 0011 203-02070 605.000 m3 | 16.88000 10212.40| | BORROW | | | 0012 205-06931 14.000 Mg | 49.11000 687.54| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 241.000 Mg | 45.00000 10845.00| | TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 255.000 m | 5.20000 1326.00| | TEMPORARY SILT FENCE | | | 0015 206-51220 35.000 m3 | 79.04000 2766.40| | EXCAVATION, WET | | | 0016 207-06499 1690.000 m2 | 8.73000 14753.70| | SUBGRADE TREATMENT | | | 0017 211-06467 24.500 m3 | 56.02000 1372.49| | AGGREGATE FOR END BENT BACKFILL | | | 0018 213-52830 7.300 m3 | 175.51000 1281.22| | FLOWABLE MORTAR | | | 0019 303-52308 1464.000 Mg | 15.67000 22940.88| | COMPACTED AGGREGATE, O, 53 | | | 0020 402-05468 78.000 Mg | 52.00000 4056.00| | HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 440 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 991,223.48 ROUTE : US 35 CALL ORDER : 440 CONTRACT ID : B -26132-A COUNTIES : PULASKI LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05474 81.000 Mg | 54.00000 4374.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 268.000 Mg | 55.00000 14740.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 328.000 Mg | 46.00000 15088.00| | HMA BASE 25.0 mm, SHOULDER | | | 0024 404-05511 1169.000 m2 | 2.50000 2922.50| | SEAL COAT, 2 | | | 0025 405-05518 1263.000 m2 | 0.65000 820.95| | ASPHALT FOR PRIME COAT | | | 0026 406-05521 3555.000 m2 | 0.05000 177.75| | ASPHALT FOR TACK COAT | | | 0027 601-01522 8.000 EACH| 1150.00000 9200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-94689 8.000 EACH| 1850.00000 14800.00| | GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH| 750.00000 750.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 373.380 m | 28.50000 10641.33| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 610-06259 371.900 m2 | 43.27000 16092.11| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 615-06500 4.000 EACH| 130.41000 521.64| | MONUMENT, A | | | 0033 616-02320 1703.000 m2 | 1.99000 3388.97| | GEOTEXTILES | | | 0034 616-06405 895.000 Mg | 18.15000 16244.25| | RIPRAP, REVETMENT | | | 0035 621-01004 4.000 EACH| 200.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02363 9571.000 m2 | 0.30000 2871.30| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0037 621-02770 1537.000 m2 | 2.00000 3074.00| | EROSION CONTROL BLANKET | | | 0038 621-06548 4.000 kg | 55.00000 220.00| | SEED MIXTURE, CV | | | 0039 621-06559 9149.000 m2 | 0.44000 4025.56| | MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 440 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 991,223.48 ROUTE : US 35 CALL ORDER : 440 CONTRACT ID : B -26132-A COUNTIES : PULASKI LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06567 8.400 kL | 0.55000 4.62| | WATER | | | 0041 621-06574 422.000 m2 | 4.20000 1772.40| | SODDING | | | 0042 622-52436 2.000 EACH| 25.00000 50.00| | SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 45.000 EACH| 9.86000 443.70| | SEEDLING | | | 0044 701-51195 580.000 m | 93.97000 54502.60| | PILE, STEEL H, HP 310 X 79 | | | 0045 701-91792 24.000 EACH| 95.00000 2280.00| | PILE TIP, STEEL H | | | 0046 701-98647 270.000 m | 92.35000 24934.50| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0047 702-04433 28.000 EACH| 70.29000 1968.12| | FLOOR DRAIN, PVC, 150 mm | | | 0048 702-51100 34.000 kg | 26.43000 898.62| | DRAIN PIPE, CAST IRON, 150 mm | | | 0049 702-90915 85.200 m3 | 563.93000 48046.84| | CONCRETE, A | | | 0050 702-93722 234.700 m3 | 612.43000 143737.32| | CONCRETE, C | | | 0051 703-51032 31621.000 kg | 1.90000 60079.90| | REINFORCING STEEL, EPOXY COATED | | | 0052 706-05732 8.000 EACH| 1036.43000 8291.44| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51025 101.836 m | 136.86000 13937.27| | CONCRETE, C, RAILING | | | 0054 707-05979 266.700 m2 | 377.19000 100596.57| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0055 709-51821 LUMP| 1722.23000 1722.23| | SURFACE SEAL , STR NO 1 | | | 0056 709-51821 LUMP| 1629.23000 1629.23| | SURFACE SEAL , STR NO 2 | | | 0057 715-05407 36.000 m | 19.14000 689.04| | PIPE, END BENT DRAIN, 150 mm | | | 0058 719-35020 30.000 m | 19.71000 591.30| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 440 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 991,223.48 ROUTE : US 35 CALL ORDER : 440 CONTRACT ID : B -26132-A COUNTIES : PULASKI LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 719-35025 30.000 m | 20.11000 603.30| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0060 801-04308 16.000 EACH| 290.00000 4640.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 12.000 EACH| 102.00000 1224.00| | BARRICADE, IIIA | | | 0062 801-06606 4.000 EACH| 115.00000 460.00| | BARRICADE, IIIB | | | 0063 801-06625 30.000 EACH| 77.00000 2310.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 30.000 EACH| 123.00000 3690.00| | CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 2500.00000 2500.00| | MAINTAINING TRAFFIC , STR NO 1 | | | 0066 801-06775 LUMP| 2500.00000 2500.00| | MAINTAINING TRAFFIC , STR NO 2 | | | 0067 802-02489 12.000 m | 25.30000 303.60| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0068 802-05701 15.200 m | 40.00000 608.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-05702 6.800 m | 38.00000 258.40| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0070 802-76025 2.520 m2 | 170.00000 428.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0071 802-76035 1.320 m2 | 175.00000 231.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0072 804-06770 2.000 EACH| 15.00000 30.00| | DELINEATOR POST | | | 0073 808-06712 135.000 m | 0.78000 105.30| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 1070.000 m | 0.78000 834.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 188.000 m | 0.78000 146.64| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75996 33.000 EACH| 9.21000 303.93| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 440 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 991,223.48 ROUTE : US 35 CALL ORDER : 440 CONTRACT ID : B -26132-A COUNTIES : PULASKI LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 808-75998 33.000 EACH| 53.50000 1765.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,043,081.16| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,043,081.16| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 456 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : VARIOUS CALL ORDER : 456 CONTRACT ID : B -26162-A COUNTIES : VARIOUS LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9996259 ELLAS/LAPORTE CONSTR. J/V $ 1,454,406.90 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,640,213.51 112.7754% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 150,000.00 ROUTE : SR 13 AND SR 18 CALL ORDER : 460 CONTRACT ID : B -26176-B COUNTIES : WABASH GRANT LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/04/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1685251 ATLAS OF LAKE STATION $ 140,000.00 100.0000% 2 35-1778430 SPANOS, N.I. PAINTING, INC. $ 197,750.00 141.2500% 3 35-1645115 THREE STAR PAINTING CONDITIONAL BID $ 214,786.79 153.4191% 4 35-1841931 VENUS PAINTING COMPANY $ 235,400.00 168.1428% ==================================================================================================================================== |(1) 35-1685251 |(2) 35-1778430 |(3) 35-1645115 |ATLAS OF LAKE STATION |SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 7000.00000 7000.00| 9000.00000 9000.00| 10750.00000 10750.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-60806 LUMP| 5000.00000 5000.00| 500.00000 500.00| 2659.93000 2659.93 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 1 | | | 0003 619-60806 LUMP| 2000.00000 2000.00| 500.00000 500.00| 365.22000 365.22 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 2 | | | 0004 619-60806 LUMP| 2000.00000 2000.00| 500.00000 500.00| 379.01000 379.01 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 3 | | | 0005 619-93423 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 2659.93000 2659.93 POLLUTION CONTROL STR. NO. 1 | | | 0006 619-93423 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 365.22000 365.22 POLLUTION CONTROL STR. NO. 2 | | | 0007 619-93423 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 379.01000 379.01 POLLUTION CONTROL STR. NO. 3 | | | 0008 619-95457 LUMP| 40000.00000 40000.00| 133250.00000 133250.00| 145636.00000 145636.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 1 | | | 0009 619-95457 LUMP| 35000.00000 35000.00| 22750.00000 22750.00| 24722.04000 24722.04 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 2 | | | 0010 619-95457 LUMP| 35000.00000 35000.00| 22750.00000 22750.00| 25466.27000 25466.27 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 3 | | | 0011 709-51821 LUMP| 2000.00000 2000.00| 500.00000 500.00| 659.93000 659.93 SURFACE SEAL STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 150,000.00 ROUTE : SR 13 AND SR 18 CALL ORDER : 460 CONTRACT ID : B -26176-B COUNTIES : WABASH GRANT LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1685251 |(2) 35-1778430 |(3) 35-1645115 |ATLAS OF LAKE STATION |SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 709-51821 LUMP| 2000.00000 2000.00| 500.00000 500.00| 365.22000 365.22 SURFACE SEAL STR. NO. 2 | | | 0013 709-51821 LUMP| 2000.00000 2000.00| 500.00000 500.00| 379.01000 379.01 SURFACE SEAL STR. NO. 3 | | | SECTION TOTALS | $ 140,000.00| $ 197,750.00| $ 214,786.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 140,000.00| $ 197,750.00| $ 214,786.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 150,000.00 ROUTE : SR 13 AND SR 18 CALL ORDER : 460 CONTRACT ID : B -26176-B COUNTIES : WABASH GRANT LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 | | |VENUS PAINTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-60806 LUMP| 600.00000 600.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 1 | | | 0003 619-60806 LUMP| 600.00000 600.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 2 | | | 0004 619-60806 LUMP| 600.00000 600.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 3 | | | 0005 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL STR. NO. 1 | | | 0006 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL STR. NO. 2 | | | 0007 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL STR. NO. 3 | | | 0008 619-95457 LUMP| 110000.00000 110000.00| | CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 1 | | | 0009 619-95457 LUMP| 50000.00000 50000.00| | CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 2 | | | 0010 619-95457 LUMP| 50000.00000 50000.00| | CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 3 | | | 0011 709-51821 LUMP| 600.00000 600.00| | SURFACE SEAL STR. NO. 1 | | | 0012 709-51821 LUMP| 600.00000 600.00| | SURFACE SEAL STR. NO. 2 | | | 0013 709-51821 LUMP| 600.00000 600.00| | SURFACE SEAL STR. NO. 3 | | | SECTION TOTALS | $ 235,400.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 235,400.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 466 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 829,630.72 ROUTE : I-65 CALL ORDER : 466 CONTRACT ID : B -26226-A COUNTIES : JACKSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 065200K SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1342917 CRIST, TOM PAINTING CO $ 728,300.00 100.0000% 2 35-1841931 VENUS PAINTING COMPANY $ 743,200.00 102.0458% 3 35-1131315 FIVE STAR PAINTING, INC. $ 824,190.00 113.1662% 4 35-1645115 THREE STAR PAINTING $ 870,561.80 119.5334% 5 35-1778430 SPANOS, N.I. PAINTING, INC. $ 882,450.00 121.1657% 6 59-2361020 M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 1,733,932.72 238.0794% ==================================================================================================================================== |(1) 35-1342917 |(2) 35-1841931 |(3) 35-1131315 |CRIST, TOM PAINTING CO |VENUS PAINTING COMPANY |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 8.000 MOS | 500.00000 4000.00| 800.00000 6400.00| 1100.00000 8800.00 FIELD OFFICE, A | | | 0002 619-51859 LUMP| 100000.00000 100000.00| 80000.00000 80000.00| 106332.00000 106332.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0003 619-51859 LUMP| 100000.00000 100000.00| 80000.00000 80000.00| 106332.00000 106332.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0004 619-60806 LUMP| 6500.00000 6500.00| 3000.00000 3000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-61000 LUMP| 200000.00000 200000.00| 277000.00000 277000.00| 287663.00000 287663.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0006 619-61000 LUMP| 200000.00000 200000.00| 277000.00000 277000.00| 287663.00000 287663.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0007 619-93423 LUMP| 50000.00000 50000.00| 3000.00000 3000.00| 7500.00000 7500.00 POLLUTION CONTROL , STR. NO. 1 | | | 0008 619-93423 LUMP| 50000.00000 50000.00| 3000.00000 3000.00| 7500.00000 7500.00 POLLUTION CONTROL , STR. NO. 2 | | | 0009 709-51821 LUMP| 4500.00000 4500.00| 3000.00000 3000.00| 2100.00000 2100.00 SURFACE SEAL , STR. NO. 1 | | | 0010 709-51821 LUMP| 4500.00000 4500.00| 3000.00000 3000.00| 2100.00000 2100.00 SURFACE SEAL , STR. NO. 2 | | | 0011 801-06640 12.000 EACH| 200.00000 2400.00| 50.00000 600.00| 100.00000 1200.00 CONSTRUCTION SIGN, A | | | 0012 801-06710 40.000 DAY | 50.00000 2000.00| 30.00000 1200.00| 25.00000 1000.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 466 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 829,630.72 ROUTE : I-65 CALL ORDER : 466 CONTRACT ID : B -26226-A COUNTIES : JACKSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1342917 |(2) 35-1841931 |(3) 35-1131315 |CRIST, TOM PAINTING CO |VENUS PAINTING COMPANY |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-09133 2.000 EACH| 2200.00000 4400.00| 3000.00000 6000.00| 1000.00000 2000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 728,300.00| $ 743,200.00| $ 824,190.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 728,300.00| $ 743,200.00| $ 824,190.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 466 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 829,630.72 ROUTE : I-65 CALL ORDER : 466 CONTRACT ID : B -26226-A COUNTIES : JACKSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 |(5) 35-1778430 |(6) 59-2361020 |THREE STAR PAINTING |SPANOS, N.I. PAINTING, INC. |M & J CONST. CO. OF PINELLAS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 8.000 MOS | 1000.00000 8000.00| 600.00000 4800.00| 1475.00000 11800.00 FIELD OFFICE, A | | | 0002 619-51859 LUMP| 60488.00000 60488.00| 169946.00000 169946.00| 252000.00000 252000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0003 619-51859 LUMP| 60488.00000 60488.00| 169946.00000 169946.00| 252000.00000 252000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0004 619-60806 LUMP| 887.56000 887.56| 3000.00000 3000.00| 98000.00000 98000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-61000 LUMP| 361854.00000 361854.00| 254919.00000 254919.00| 378000.00000 378000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0006 619-61000 LUMP| 361854.00000 361854.00| 254919.00000 254919.00| 378000.00000 378000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0007 619-93423 LUMP| 2887.56000 2887.56| 5000.00000 5000.00| 126000.00000 126000.00 POLLUTION CONTROL , STR. NO. 1 | | | 0008 619-93423 LUMP| 2887.56000 2887.56| 5000.00000 5000.00| 126000.00000 126000.00 POLLUTION CONTROL , STR. NO. 2 | | | 0009 709-51821 LUMP| 1887.56000 1887.56| 2000.00000 2000.00| 50000.00000 50000.00 SURFACE SEAL , STR. NO. 1 | | | 0010 709-51821 LUMP| 1887.56000 1887.56| 2000.00000 2000.00| 50000.00000 50000.00 SURFACE SEAL , STR. NO. 2 | | | 0011 801-06640 12.000 EACH| 20.00000 240.00| 100.00000 1200.00| 14.76000 177.12 CONSTRUCTION SIGN, A | | | 0012 801-06710 40.000 DAY | 30.00000 1200.00| 18.00000 720.00| 22.14000 885.60 FLASHING ARROW SIGN | | | 0013 801-09133 2.000 EACH| 3000.00000 6000.00| 4500.00000 9000.00| 5535.00000 11070.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 870,561.80| $ 882,450.00| $ 1,733,932.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 870,561.80| $ 882,450.00| $ 1,733,932.72 ====================================================================================================================================