INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 100000Z SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 227,117.41 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 230,656.72 101.5583% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 250,988.15 110.5103% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 261,527.37 115.1507% 5 35-1310611 DUNCAN ROBERTSON INC $ 267,044.70 117.5800% 6 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 285,016.50 125.4930% 7 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 292,394.60 128.7416% 8 35-1817574 YARDBERRY LANDSCAPE $ 297,410.63 130.9501% 9 35-1386990 ISOM, JACK CONSTRUCTION CO $ 303,090.93 133.4512% 10 35-0918397 RIETH RILEY CONSTRUCTION $ 303,204.00 133.5009% 11 18-6227744 LUDWIG, R.H. CONSTRUCTION $ 337,859.80 148.7599% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-0999231 |(3) 35-1364963 |B & P CONSTRUCTION |HUNT PAVING COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MAINTENANCE CONTRACTS - SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1200.00000 7200.00| 800.00000 4800.00| 1000.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 9600.00000 9600.00| 11000.00000 11000.00| 12500.00000 12500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 224.000 SYS | 12.00000 2688.00| 13.50000 3024.00| 12.00000 2688.00 PAVEMENT REMOVAL | | | 0005 202-02286 1.000 EACH| 18000.00000 18000.00| 5500.00000 5500.00| 17500.00000 17500.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-91385 2.000 EACH| 100.00000 200.00| 50.15000 100.30| 180.00000 360.00 INLET, REMOVE | | | 0007 202-96133 291.000 LFT | 2.50000 727.50| 5.41000 1574.31| 4.50000 1309.50 PIPE, REMOVE | | | 0008 203-02000 138.400 CYS | 26.50000 3667.60| 45.00000 6228.00| 15.00000 2076.00 EXCAVATION, COMMON | | | 0009 203-02020 75.000 CYS | 10.00000 750.00| 45.00000 3375.00| 15.00000 1125.00 EXCAVATION, UNCLASSIFIED | | | 0010 205-03371 25.000 CYS | 10.00000 250.00| 17.00000 425.00| 20.00000 500.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-0999231 |(3) 35-1364963 |B & P CONSTRUCTION |HUNT PAVING COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 205-06932 1000.000 LFT | 2.00000 2000.00| 3.10000 3100.00| 3.50000 3500.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 3.000 EACH| 150.00000 450.00| 55.00000 165.00| 60.00000 180.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 50.000 LFT | 5.00000 250.00| 1.90000 95.00| 2.25000 112.50 TEMPORARY SILT FENCE | | | 0014 211-07454 55.560 CYS | 26.00000 1444.56| 61.98000 3443.61| 27.50000 1527.90 STRUCTURE BACKFILL | | | 0015 213-52830 530.000 CYS | 48.00000 25440.00| 49.25000 26102.50| 90.00000 47700.00 FLOWABLE MORTAR | | | 0016 303-01180 47.000 TON | 30.00000 1410.00| 80.00000 3760.00| 20.00000 940.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 304-07490 15.000 TON | 80.00000 1200.00| 172.49000 2587.35| 80.00000 1200.00 HMA PATCHING, TYPE B Undistributed | | | 0018 304-07493 34.000 TON | 80.00000 2720.00| 140.15000 4765.10| 80.00000 2720.00 WIDENING WITH HMA, TYPE B | | | 0019 306-08043 1525.000 SYS | 3.50000 5337.50| 3.00000 4575.00| 3.00000 4575.00 MILLING, TRANSITION | | | 0020 402-07433 145.000 TON | 56.00000 8120.00| 65.22000 9456.90| 58.00000 8410.00 HMA SURFACE, TYPE B | | | 0021 402-07438 32.000 TON | 56.00000 1792.00| 126.13000 4036.16| 58.00000 1856.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 104.000 TON | 52.50000 5460.00| 60.37000 6278.48| 55.00000 5720.00 HMA BASE, TYPE B | | | 0023 402-07451 118.000 TON | 69.25000 8171.50| 59.29000 6996.22| 72.00000 8496.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0024 405-05518 301.000 SYS | 2.75000 827.75| 1.08000 325.08| 2.75000 827.75 ASPHALT FOR PRIME COAT | | | 0025 406-05521 3760.000 SYS | 0.20000 752.00| 0.22000 827.20| 0.20000 752.00 ASPHALT FOR TACK COAT | | | 0026 601-05999 2.000 EACH| 35.00000 70.00| 31.26000 62.52| 50.00000 100.00 CURVED TERMINAL END | | | 0027 601-06854 2.000 EACH| 2000.00000 4000.00| 1875.82000 3751.64| 1800.00000 3600.00 GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 2.000 EACH| 2000.00000 4000.00| 2059.09000 4118.18| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 120.000 LFT | 10.00000 1200.00| 10.56000 1267.20| 10.00000 1200.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 616-02320 83.000 SYS | 7.00000 581.00| 1.95000 161.85| 3.00000 249.00 GEOTEXTILES | | | 0031 616-06406 83.000 SYS | 15.00000 1245.00| 20.62000 1711.46| 24.00000 1992.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-0999231 |(3) 35-1364963 |B & P CONSTRUCTION |HUNT PAVING COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-01004 1.000 EACH| 400.00000 400.00| 722.30000 722.30| 675.00000 675.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 5450.000 SYS | 0.50000 2725.00| 0.41000 2234.50| 0.45000 2452.50 MULCHED SEEDING, R | | | 0035 621-06574 200.000 SYS | 8.00000 1600.00| 3.61000 722.00| 3.75000 750.00 SODDING | | | 0036 714-04854 240.000 LFT | 322.00000 77280.00| 333.67000 80080.80| 350.00000 84000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 3 FT. | | | 0037 715-05049 184.000 LFT | 15.00000 2760.00| 15.17000 2791.28| 9.00000 1656.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0038 715-05052 114.000 LFT | 17.00000 1938.00| 20.00000 2280.00| 12.00000 1368.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0039 720-45030 2.000 EACH| 1100.00000 2200.00| 916.16000 1832.32| 1100.00000 2200.00 INLET, E7 | | | 0040 801-04308 2.000 EACH| 100.00000 200.00| 118.59000 237.18| 100.00000 200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 11.000 EACH| 55.00000 605.00| 48.51000 533.61| 65.00000 715.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 32.000 EACH| 62.00000 1984.00| 91.63000 2932.16| 80.00000 2560.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 4.000 EACH| 35.00000 140.00| 37.73000 150.92| 30.00000 120.00 CONSTRUCTION SIGN, B | | | 0044 801-06710 60.000 DAY | 1.00000 60.00| 13.00000 780.00| 18.00000 1080.00 FLASHING ARROW SIGN | | | 0045 801-06775 LUMP| 7900.00000 7900.00| 1800.96000 1800.96| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0046 801-07118 96.000 LFT | 5.50000 528.00| 6.47000 621.12| 5.00000 480.00 BARRICADE, III-A | | | 0047 801-07119 96.000 LFT | 5.50000 528.00| 7.76000 744.96| 5.00000 480.00 BARRICADE, III-B | | | 0048 808-06711 250.000 LFT | 0.60000 150.00| 0.54000 135.00| 0.65000 162.50 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0049 808-06713 1000.000 LFT | 0.60000 600.00| 0.54000 540.00| 0.65000 650.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0050 808-06714 1000.000 LFT | 0.60000 600.00| 0.54000 540.00| 0.65000 650.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0051 808-75994 15.000 EACH| 10.00000 150.00| 10.78000 161.70| 1.50000 22.50 PRISMATIC REFLECTOR | | | 0052 808-75996 15.000 EACH| 5.00000 75.00| 10.12000 151.80| 10.00000 150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-0999231 |(3) 35-1364963 |B & P CONSTRUCTION |HUNT PAVING COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75998 15.000 EACH| 76.00000 1140.00| 70.07000 1051.05| 80.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 227,117.41| $ 230,656.72| $ 250,988.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 227,117.41| $ 230,656.72| $ 250,988.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1310611 |(6) 35-1381845 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MAINTENANCE CONTRACTS - SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 8000.00000 8000.00| 4000.00000 4000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| 1250.00000 7500.00| 1500.00000 9000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 13000.00000 13000.00| 14000.00000 14000.00| 13700.00000 13700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 224.000 SYS | 19.00000 4256.00| 25.00000 5600.00| 20.00000 4480.00 PAVEMENT REMOVAL | | | 0005 202-02286 1.000 EACH| 14000.00000 14000.00| 25000.00000 25000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-91385 2.000 EACH| 235.00000 470.00| 500.00000 1000.00| 100.00000 200.00 INLET, REMOVE | | | 0007 202-96133 291.000 LFT | 6.70000 1949.70| 10.00000 2910.00| 10.00000 2910.00 PIPE, REMOVE | | | 0008 203-02000 138.400 CYS | 55.00000 7612.00| 25.00000 3460.00| 40.00000 5536.00 EXCAVATION, COMMON | | | 0009 203-02020 75.000 CYS | 25.00000 1875.00| 35.00000 2625.00| 40.00000 3000.00 EXCAVATION, UNCLASSIFIED | | | 0010 205-03371 25.000 CYS | 25.00000 625.00| 25.00000 625.00| 20.00000 500.00 SEDIMENT, REMOVE | | | 0011 205-06932 1000.000 LFT | 3.25000 3250.00| 1.00000 1000.00| 4.00000 4000.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 3.000 EACH| 58.00000 174.00| 75.00000 225.00| 65.00000 195.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 50.000 LFT | 2.00000 100.00| 10.00000 500.00| 2.50000 125.00 TEMPORARY SILT FENCE | | | 0014 211-07454 55.560 CYS | 42.00000 2333.52| 35.00000 1944.60| 20.00000 1111.20 STRUCTURE BACKFILL | | | 0015 213-52830 530.000 CYS | 65.00000 34450.00| 75.00000 39750.00| 75.00000 39750.00 FLOWABLE MORTAR | | | 0016 303-01180 47.000 TON | 60.00000 2820.00| 25.00000 1175.00| 35.00000 1645.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 304-07490 15.000 TON | 240.00000 3600.00| 176.00000 2640.00| 86.25000 1293.75 HMA PATCHING, TYPE B Undistributed | | | 0018 304-07493 34.000 TON | 107.84000 3666.56| 143.00000 4862.00| 120.00000 4080.00 WIDENING WITH HMA, TYPE B | | | 0019 306-08043 1525.000 SYS | 3.30000 5032.50| 3.00000 4575.00| 3.50000 5337.50 MILLING, TRANSITION | | | 0020 402-07433 145.000 TON | 69.25000 10041.25| 66.50000 9642.50| 63.25000 9171.25 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1310611 |(6) 35-1381845 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07438 32.000 TON | 64.87000 2075.84| 128.70000 4118.40| 63.25000 2024.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 104.000 TON | 61.89000 6436.56| 61.60000 6406.40| 59.80000 6219.20 HMA BASE, TYPE B | | | 0023 402-07451 118.000 TON | 67.50000 7965.00| 60.00000 7080.00| 85.00000 10030.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0024 405-05518 301.000 SYS | 1.00000 301.00| 1.10000 331.10| 3.15000 948.15 ASPHALT FOR PRIME COAT | | | 0025 406-05521 3760.000 SYS | 0.12000 451.20| 0.22000 827.20| 0.23000 864.80 ASPHALT FOR TACK COAT | | | 0026 601-05999 2.000 EACH| 41.50000 83.00| 33.00000 66.00| 33.35000 66.70 CURVED TERMINAL END | | | 0027 601-06854 2.000 EACH| 1800.00000 3600.00| 2000.00000 4000.00| 2000.00000 4000.00 GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 2.000 EACH| 1950.00000 3900.00| 2300.00000 4600.00| 2200.00000 4400.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 120.000 LFT | 10.00000 1200.00| 11.00000 1320.00| 11.25000 1350.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 616-02320 83.000 SYS | 3.70000 307.10| 10.00000 830.00| 5.00000 415.00 GEOTEXTILES | | | 0031 616-06406 83.000 SYS | 25.00000 2075.00| 25.00000 2075.00| 20.00000 1660.00 RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH| 685.00000 685.00| 750.00000 750.00| 770.00000 770.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 5450.000 SYS | 0.40000 2180.00| 0.45000 2452.50| 0.51000 2779.50 MULCHED SEEDING, R | | | 0035 621-06574 200.000 SYS | 3.45000 690.00| 3.75000 750.00| 4.00000 800.00 SODDING | | | 0036 714-04854 240.000 LFT | 322.00000 77280.00| 325.00000 78000.00| 390.00000 93600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 3 FT. | | | 0037 715-05049 184.000 LFT | 13.00000 2392.00| 15.00000 2760.00| 10.00000 1840.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0038 715-05052 114.000 LFT | 16.00000 1824.00| 20.00000 2280.00| 16.00000 1824.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0039 720-45030 2.000 EACH| 1250.00000 2500.00| 1250.00000 2500.00| 800.00000 1600.00 INLET, E7 | | | 0040 801-04308 2.000 EACH| 72.00000 144.00| 165.00000 330.00| 126.50000 253.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 11.000 EACH| 51.00000 561.00| 94.50000 1039.50| 51.75000 569.25 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1310611 |(6) 35-1381845 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 801-06640 32.000 EACH| 62.00000 1984.00| 60.00000 1920.00| 97.75000 3128.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 4.000 EACH| 31.00000 124.00| 27.50000 110.00| 40.25000 161.00 CONSTRUCTION SIGN, B | | | 0044 801-06710 60.000 DAY | 18.75000 1125.00| 13.20000 792.00| 25.00000 1500.00 FLASHING ARROW SIGN | | | 0045 801-06775 LUMP| 9000.00000 9000.00| 3000.00000 3000.00| 3600.00000 3600.00 MAINTAINING TRAFFIC | | | 0046 801-07118 96.000 LFT | 4.17000 400.32| 7.50000 720.00| 6.90000 662.40 BARRICADE, III-A | | | 0047 801-07119 96.000 LFT | 4.17000 400.32| 7.50000 720.00| 8.30000 796.80 BARRICADE, III-B | | | 0048 808-06711 250.000 LFT | 0.55000 137.50| 1.00000 250.00| 0.58000 145.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0049 808-06713 1000.000 LFT | 0.55000 550.00| 0.90000 900.00| 0.58000 580.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0050 808-06714 1000.000 LFT | 0.55000 550.00| 0.90000 900.00| 0.58000 580.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0051 808-75994 15.000 EACH| 1.00000 15.00| 10.50000 157.50| 11.50000 172.50 PRISMATIC REFLECTOR | | | 0052 808-75996 15.000 EACH| 12.00000 180.00| 25.00000 375.00| 34.50000 517.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 15.000 EACH| 77.00000 1155.00| 110.00000 1650.00| 75.00000 1125.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 261,527.37| $ 267,044.70| $ 285,016.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 261,527.37| $ 267,044.70| $ 285,016.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2070195 |(8) 35-1817574 |(9) 35-1386990 |ALPHA EXCAVATING & LANDSCAPI|YARDBERRY LANDSCAPE |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MAINTENANCE CONTRACTS - SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 7500.00000 7500.00| 4000.00000 4000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1800.00000 10800.00| 2100.00000 12600.00| 2100.00000 12600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 13357.65000 13357.65| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 224.000 SYS | 5.00000 1120.00| 10.00000 2240.00| 25.00000 5600.00 PAVEMENT REMOVAL | | | 0005 202-02286 1.000 EACH| 15000.00000 15000.00| 15000.00000 15000.00| 22000.00000 22000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-91385 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 1500.00000 3000.00 INLET, REMOVE | | | 0007 202-96133 291.000 LFT | 15.00000 4365.00| 10.00000 2910.00| 7.00000 2037.00 PIPE, REMOVE | | | 0008 203-02000 138.400 CYS | 12.00000 1660.80| 24.00000 3321.60| 9.00000 1245.60 EXCAVATION, COMMON | | | 0009 203-02020 75.000 CYS | 27.50000 2062.50| 50.00000 3750.00| 16.00000 1200.00 EXCAVATION, UNCLASSIFIED | | | 0010 205-03371 25.000 CYS | 18.00000 450.00| 40.00000 1000.00| 30.00000 750.00 SEDIMENT, REMOVE | | | 0011 205-06932 1000.000 LFT | 8.75000 8750.00| 2.10000 2100.00| 3.50000 3500.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 3.000 EACH| 52.50000 157.50| 150.00000 450.00| 500.00000 1500.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 50.000 LFT | 1.85000 92.50| 5.00000 250.00| 7.00000 350.00 TEMPORARY SILT FENCE | | | 0014 211-07454 55.560 CYS | 27.75000 1541.79| 45.00000 2500.20| 18.00000 1000.08 STRUCTURE BACKFILL | | | 0015 213-52830 530.000 CYS | 89.00000 47170.00| 85.00000 45050.00| 110.00000 58300.00 FLOWABLE MORTAR | | | 0016 303-01180 47.000 TON | 19.00000 893.00| 65.00000 3055.00| 17.00000 799.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 304-07490 15.000 TON | 82.00000 1230.00| 84.00000 1260.00| 200.00000 3000.00 HMA PATCHING, TYPE B Undistributed | | | 0018 304-07493 34.000 TON | 82.00000 2788.00| 84.00000 2856.00| 148.00000 5032.00 WIDENING WITH HMA, TYPE B | | | 0019 306-08043 1525.000 SYS | 5.50000 8387.50| 3.75000 5718.75| 2.30000 3507.50 MILLING, TRANSITION | | | 0020 402-07433 145.000 TON | 60.00000 8700.00| 63.25000 9171.25| 68.00000 9860.00 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2070195 |(8) 35-1817574 |(9) 35-1386990 |ALPHA EXCAVATING & LANDSCAPI|YARDBERRY LANDSCAPE |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07438 32.000 TON | 60.00000 1920.00| 63.25000 2024.00| 132.00000 4224.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 104.000 TON | 57.50000 5980.00| 59.80000 6219.20| 80.00000 8320.00 HMA BASE, TYPE B | | | 0023 402-07451 118.000 TON | 75.00000 8850.00| 79.35000 9363.30| 61.00000 7198.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0024 405-05518 301.000 SYS | 3.00000 903.00| 3.16000 951.16| 1.25000 376.25 ASPHALT FOR PRIME COAT | | | 0025 406-05521 3760.000 SYS | 0.25000 940.00| 0.30000 1128.00| 0.50000 1880.00 ASPHALT FOR TACK COAT | | | 0026 601-05999 2.000 EACH| 44.00000 88.00| 33.00000 66.00| 55.00000 110.00 CURVED TERMINAL END | | | 0027 601-06854 2.000 EACH| 1910.00000 3820.00| 1914.00000 3828.00| 1900.00000 3800.00 GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 2.000 EACH| 2100.00000 4200.00| 2101.00000 4202.00| 2150.00000 4300.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 120.000 LFT | 10.65000 1278.00| 10.78000 1293.60| 12.05000 1446.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 616-02320 83.000 SYS | 2.75000 228.25| 4.00000 332.00| 5.00000 415.00 GEOTEXTILES | | | 0031 616-06406 83.000 SYS | 16.32000 1354.56| 40.00000 3320.00| 22.00000 1826.00 RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH| 500.00000 500.00| 750.00000 750.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 5450.000 SYS | 0.40000 2180.00| 0.50000 2725.00| 0.75000 4087.50 MULCHED SEEDING, R | | | 0035 621-06574 200.000 SYS | 7.35000 1470.00| 4.00000 800.00| 6.00000 1200.00 SODDING | | | 0036 714-04854 240.000 LFT | 425.00000 102000.00| 448.75000 107700.00| 315.00000 75600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 3 FT. | | | 0037 715-05049 184.000 LFT | 15.25000 2806.00| 15.00000 2760.00| 12.00000 2208.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0038 715-05052 114.000 LFT | 20.00000 2280.00| 21.00000 2394.00| 15.00000 1710.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0039 720-45030 2.000 EACH| 1500.00000 3000.00| 1407.00000 2814.00| 1675.00000 3350.00 INLET, E7 | | | 0040 801-04308 2.000 EACH| 120.00000 240.00| 121.00000 242.00| 135.00000 270.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 11.000 EACH| 49.00000 539.00| 49.50000 544.50| 65.00000 715.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2070195 |(8) 35-1817574 |(9) 35-1386990 |ALPHA EXCAVATING & LANDSCAPI|YARDBERRY LANDSCAPE |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 801-06640 32.000 EACH| 92.65000 2964.80| 93.50000 2992.00| 100.00000 3200.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 4.000 EACH| 38.10000 152.40| 38.50000 154.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0044 801-06710 60.000 DAY | 20.00000 1200.00| 17.60000 1056.00| 25.00000 1500.00 FLASHING ARROW SIGN | | | 0045 801-06775 LUMP| 1500.00000 1500.00| 3500.00000 3500.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0046 801-07118 96.000 LFT | 6.50000 624.00| 6.60000 633.60| 11.00000 1056.00 BARRICADE, III-A | | | 0047 801-07119 96.000 LFT | 8.00000 768.00| 7.92000 760.32| 13.00000 1248.00 BARRICADE, III-B | | | 0048 808-06711 250.000 LFT | 0.55000 137.50| 0.68000 170.00| 0.62000 155.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0049 808-06713 1000.000 LFT | 0.55000 550.00| 0.68000 680.00| 0.62000 620.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0050 808-06714 1000.000 LFT | 0.55000 550.00| 0.67000 670.00| 0.62000 620.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0051 808-75994 15.000 EACH| 11.00000 165.00| 11.00000 165.00| 15.00000 225.00 PRISMATIC REFLECTOR | | | 0052 808-75996 15.000 EACH| 32.50000 487.50| 34.00000 510.00| 55.00000 825.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 15.000 EACH| 70.00000 1050.00| 71.50000 1072.50| 95.00000 1425.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 292,394.60| $ 297,410.63| $ 303,090.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 292,394.60| $ 297,410.63| $ 303,090.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0918397 |(11) 18-6227744 | |RIETH RILEY CONSTRUCTION |LUDWIG, R.H. CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MAINTENANCE CONTRACTS - SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 6600.00000 6600.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2150.00000 12900.00| 2000.00000 12000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 13000.00000 13000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 224.000 SYS | 22.00000 4928.00| 10.00000 2240.00| PAVEMENT REMOVAL | | | 0005 202-02286 1.000 EACH| 28000.00000 28000.00| 15000.00000 15000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-91385 2.000 EACH| 700.00000 1400.00| 200.00000 400.00| INLET, REMOVE | | | 0007 202-96133 291.000 LFT | 11.00000 3201.00| 3.00000 873.00| PIPE, REMOVE | | | 0008 203-02000 138.400 CYS | 73.00000 10103.20| 14.00000 1937.60| EXCAVATION, COMMON | | | 0009 203-02020 75.000 CYS | 28.00000 2100.00| 14.00000 1050.00| EXCAVATION, UNCLASSIFIED | | | 0010 205-03371 25.000 CYS | 20.00000 500.00| 14.00000 350.00| SEDIMENT, REMOVE | | | 0011 205-06932 1000.000 LFT | 8.00000 8000.00| 4.00000 4000.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 3.000 EACH| 48.00000 144.00| 75.00000 225.00| TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 50.000 LFT | 1.70000 85.00| 5.00000 250.00| TEMPORARY SILT FENCE | | | 0014 211-07454 55.560 CYS | 50.00000 2778.00| 40.00000 2222.40| STRUCTURE BACKFILL | | | 0015 213-52830 530.000 CYS | 65.00000 34450.00| 100.00000 53000.00| FLOWABLE MORTAR | | | 0016 303-01180 47.000 TON | 53.00000 2491.00| 24.00000 1128.00| COMPACTED AGGREGATE, NO. 53 | | | 0017 304-07490 15.000 TON | 160.00000 2400.00| 185.00000 2775.00| HMA PATCHING, TYPE B Undistributed | | | 0018 304-07493 34.000 TON | 210.00000 7140.00| 150.00000 5100.00| WIDENING WITH HMA, TYPE B | | | 0019 306-08043 1525.000 SYS | 5.10000 7777.50| 5.00000 7625.00| MILLING, TRANSITION | | | 0020 402-07433 145.000 TON | 60.50000 8772.50| 69.75000 10113.75| HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0918397 |(11) 18-6227744 | |RIETH RILEY CONSTRUCTION |LUDWIG, R.H. CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07438 32.000 TON | 117.00000 3744.00| 134.75000 4312.00| HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 104.000 TON | 56.00000 5824.00| 65.00000 6760.00| HMA BASE, TYPE B | | | 0023 402-07451 118.000 TON | 55.00000 6490.00| 63.50000 7493.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0024 405-05518 301.000 SYS | 1.00000 301.00| 1.15000 346.15| ASPHALT FOR PRIME COAT | | | 0025 406-05521 3760.000 SYS | 0.20000 752.00| 0.30000 1128.00| ASPHALT FOR TACK COAT | | | 0026 601-05999 2.000 EACH| 29.00000 58.00| 100.00000 200.00| CURVED TERMINAL END | | | 0027 601-06854 2.000 EACH| 1740.00000 3480.00| 2500.00000 5000.00| GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 2.000 EACH| 1910.00000 3820.00| 2600.00000 5200.00| GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 120.000 LFT | 9.80000 1176.00| 40.00000 4800.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 616-02320 83.000 SYS | 3.60000 298.80| 3.00000 249.00| GEOTEXTILES | | | 0031 616-06406 83.000 SYS | 36.00000 2988.00| 50.00000 4150.00| RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH| 170.00000 170.00| 770.50000 770.50| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 5450.000 SYS | 0.36000 1962.00| 1.76000 9592.00| MULCHED SEEDING, R | | | 0035 621-06574 200.000 SYS | 6.75000 1350.00| 5.00000 1000.00| SODDING | | | 0036 714-04854 240.000 LFT | 379.00000 90960.00| 500.00000 120000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 3 FT. | | | 0037 715-05049 184.000 LFT | 21.00000 3864.00| 10.00000 1840.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0038 715-05052 114.000 LFT | 38.00000 4332.00| 20.00000 2280.00| PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0039 720-45030 2.000 EACH| 1800.00000 3600.00| 1000.00000 2000.00| INLET, E7 | | | 0040 801-04308 2.000 EACH| 70.00000 140.00| 220.00000 440.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 11.000 EACH| 50.00000 550.00| 45.00000 495.00| DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 830 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,659.80 ROUTE : US 52 CALL ORDER : 830 CONTRACT ID : M -26198-A COUNTIES : BOONE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0918397 |(11) 18-6227744 | |RIETH RILEY CONSTRUCTION |LUDWIG, R.H. CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 801-06640 32.000 EACH| 60.00000 1920.00| 170.00000 5440.00| CONSTRUCTION SIGN, A | | | 0043 801-06645 4.000 EACH| 30.00000 120.00| 70.00000 280.00| CONSTRUCTION SIGN, B | | | 0044 801-06710 60.000 DAY | 18.00000 1080.00| 23.00000 1380.00| FLASHING ARROW SIGN | | | 0045 801-06775 LUMP| 1975.86000 1975.86| 5400.00000 5400.00| MAINTAINING TRAFFIC | | | 0046 801-07118 96.000 LFT | 4.17000 400.32| 12.00000 1152.00| BARRICADE, III-A | | | 0047 801-07119 96.000 LFT | 4.17000 400.32| 14.40000 1382.40| BARRICADE, III-B | | | 0048 808-06711 250.000 LFT | 0.55000 137.50| 1.00000 250.00| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0049 808-06713 1000.000 LFT | 0.55000 550.00| 1.00000 1000.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0050 808-06714 1000.000 LFT | 0.55000 550.00| 1.00000 1000.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0051 808-75994 15.000 EACH| 1.00000 15.00| 20.00000 300.00| PRISMATIC REFLECTOR | | | 0052 808-75996 15.000 EACH| 20.00000 300.00| 62.00000 930.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 15.000 EACH| 75.00000 1125.00| 200.00000 3000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 303,204.00| $ 337,859.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 303,204.00| $ 337,859.80| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 840 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,296.96 ROUTE : CALL ORDER : 840 CONTRACT ID : M -27126-A COUNTIES : VARIOUS LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 12/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 10000AM SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 268,325.50 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 277,666.00 103.4810% 3 35-2110733 SPECIALTIES COMPANY LLC $ 371,408.75 138.4172% ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 |(3) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL, MAINTENANCE OR REPAIR | | | 0001 601-01128 1.000 EACH| 925.00000 925.00| 790.00000 790.00| 1400.00000 1400.00 GUARDRAIL TRANSITION TYPE WGB | | | 0002 601-01522 1.000 EACH| 1350.00000 1350.00| 1075.00000 1075.00| 1500.00000 1500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0003 601-01700 8.000 EACH| 1625.00000 13000.00| 1350.00000 10800.00| 1800.00000 14400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0004 601-01867 1.000 EACH| 1400.00000 1400.00| 1180.00000 1180.00| 1600.00000 1600.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0005 601-02211 350.000 EACH| 45.00000 15750.00| 35.00000 12250.00| 70.00000 24500.00 GUARDRAIL POST, 8.5 LBS PER LFT, 7 FT O | | | IN LONG, GALVANIZED | | | 0006 601-02636 280.000 LFT | 16.00000 4480.00| 15.00000 4200.00| 20.00000 5600.00 GUARDRAIL, W BEAM, NESTED | | | 0007 601-02800 10.000 EACH| 875.00000 8750.00| 1325.00000 13250.00| 1200.00000 12000.00 GUARDRAIL TRANSITION, TGT | | | 0008 601-03452 6.000 EACH| 75.00000 450.00| 70.00000 420.00| 150.00000 900.00 EXCAVATION OF DAMAGED STEEL BEAM | | | GUARDRAIL BURIED END SECTION, LABOR ONLY| | | 0009 601-03453 160.000 EACH| 10.00000 1600.00| 11.00000 1760.00| 25.00000 4000.00 GUARDRAIL, CLAMP BAR, 7.125 IN., | | | ALUMINUM | | | 0010 601-03456 15.000 EACH| 75.00000 1125.00| 65.00000 975.00| 100.00000 1500.00 GUARDRAIL POST, WOOD TYPE W5 | | | 0011 601-03471 8.000 EACH| 2900.00000 23200.00| 2760.00000 22080.00| 3600.00000 28800.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 840 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,296.96 ROUTE : CALL ORDER : 840 CONTRACT ID : M -27126-A COUNTIES : VARIOUS LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 |(3) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-03599 5.000 EACH| 110.00000 550.00| 101.00000 505.00| 150.00000 750.00 GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | 0013 601-03677 1.000 EACH| 100.00000 100.00| 475.00000 475.00| 650.00000 650.00 ANCHOR, TYPE 5 | | | 0014 601-06035 100.000 LFT | 6.00000 600.00| 4.95000 495.00| 9.00000 900.00 GUARDRAIL, RESET | | | 0015 601-06774 2.000 EACH| 3300.00000 6600.00| 3200.00000 6400.00| 4000.00000 8000.00 COMBINATION ATTENUATING TERMINAL | | | 0016 601-06798 200.000 EACH| 13.50000 2700.00| 8.25000 1650.00| 25.00000 5000.00 TIMBER BLOCK | | | 0017 601-06854 5.000 EACH| 1650.00000 8250.00| 1765.00000 8825.00| 2000.00000 10000.00 GUARDRAIL, W-BEAM, NESTED | | | 0018 601-61320 500.000 LFT | 9.60000 4800.00| 8.90000 4450.00| 11.25000 5625.00 CURVED SECTION, STEEL BEAM GUARDRAIL | | | GALVANIZED, 12 GA. | | | 0019 601-61340 59.000 EACH| 44.00000 2596.00| 78.00000 4602.00| 75.00000 4425.00 GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0020 601-61350 100.000 EACH| 14.00000 1400.00| 14.50000 1450.00| 22.00000 2200.00 GUARD RAIL POST BRACKET, 15.5 LBS PER | | | LFT., GALVANIZED, 1 FT. 2.25 IN. | | | 0021 601-61360 20.000 EACH| 36.00000 720.00| 30.00000 600.00| 50.00000 1000.00 GUARD RAIL POST, 8.5 LBS PER LFT., | | | GALVANIZED, 5 FT. 9 IN. LONG | | | 0022 601-61370 235.000 EACH| 14.00000 3290.00| 13.00000 3055.00| 20.00000 4700.00 GUARD RAIL POST BRACKET, 8.5 LBS PER | | | LFT., GALVANIZED 1 FT. 2.25 IN. | | | 0023 601-61380 1.000 EACH| 32.00000 32.00| 21.00000 21.00| 40.00000 40.00 GUARD RAIL TERMINAL SECTION, FLATEND, | | | GALVANIZED | | | 0024 601-61390 10.000 EACH| 35.00000 350.00| 28.00000 280.00| 45.00000 450.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0025 601-61400 2.000 EACH| 750.00000 1500.00| 490.00000 980.00| 850.00000 1700.00 GUARD RAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0026 601-61550 5.000 EACH| 40.00000 200.00| 50.00000 250.00| 85.00000 425.00 GUARD RAIL TERMINAL END SECTION, | | | ALUMINUM | | | 0027 601-62070 14000.000 LFT | 4.85000 67900.00| 5.60000 78400.00| 6.25000 87500.00 GUARD RAIL, STEEL BEAM, GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 840 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,296.96 ROUTE : CALL ORDER : 840 CONTRACT ID : M -27126-A COUNTIES : VARIOUS LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 |(3) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 601-62090 15.000 LFT | 3.00000 45.00| 2.60000 39.00| 3.75000 56.25 GUARD RAIL, STEEL BEAM, INSTALL | | | 0029 601-62100 15.000 EACH| 26.00000 390.00| 18.00000 270.00| 40.00000 600.00 GUARD RAIL POST, STEEL, INSTALL | | | 0030 601-62110 240.000 LFT | 2.75000 660.00| 2.50000 600.00| 3.75000 900.00 GUARD RAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0031 601-62120 6.000 EACH| 8.00000 48.00| 5.50000 33.00| 10.00000 60.00 GUARD RAIL POST BRACKET, INSTALL | | | 0032 601-62150 1.000 EACH| 90.00000 90.00| 85.00000 85.00| 125.00000 125.00 GUARD RAIL POST, 15.5 LBS PER LFT., | | | GALVANIZED, 7 FT. 0 IN. LONG | | | 0033 601-62297 1.000 EACH| 40.00000 40.00| 35.00000 35.00| 75.00000 75.00 GUARD RAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0034 601-62530 1.000 EACH| 65.00000 65.00| 212.00000 212.00| 350.00000 350.00 GUARD RAIL PIER CONNECTION, ES | | | 0035 601-62540 800.000 EACH| 16.00000 12800.00| 14.00000 11200.00| 25.00000 20000.00 GUARD RAIL POST, PLUMB | | | 0036 601-62550 450.000 LFT | 4.55000 2047.50| 5.20000 2340.00| 15.00000 6750.00 GUARD RAIL, TUBING, ELLIPTICAL, ALUMINUM| | | 0037 601-62580 25.000 EACH| 20.00000 500.00| 19.00000 475.00| 50.00000 1250.00 GUARD RAIL SPLICE BAR, ALUMINUM | | | 0038 601-62630 4.000 EACH| 90.00000 360.00| 70.00000 280.00| 110.00000 440.00 GUARD RAIL POST, ALUMINUM, 6 FT. 3 IN. | | | 0039 601-62640 15.000 EACH| 80.00000 1200.00| 70.00000 1050.00| 110.00000 1650.00 GUARD RAIL POST, ALUMINUM, 5 FT. 3 IN. | | | 0040 601-62680 1.000 EACH| 750.00000 750.00| 560.00000 560.00| 950.00000 950.00 GUARD RAIL TERMINAL SECTION, SINGLE | | | FACE, BURIED END, ALUMINUM | | | 0041 601-90382 1.000 EACH| 100.00000 100.00| 90.00000 90.00| 120.00000 120.00 GUARD RAIL POST, ALUMINUM, 7 FT. | | | 0042 601-90389 1.000 EACH| 75.00000 75.00| 55.00000 55.00| 100.00000 100.00 GUARD RAIL TERMINAL SECTION, GALVANIZED,| | | 11 IN. | | | 0043 601-90677 1.000 EACH| 60.00000 60.00| 40.00000 40.00| 125.00000 125.00 DRILLED BRACKET, INSTALL | | | 0044 601-91198 4.000 EACH| 150.00000 600.00| 140.00000 560.00| 225.00000 900.00 GUARD RAIL POST, MODIFIED | | | 0045 601-91504 1.000 EACH| 115.00000 115.00| 75.00000 75.00| 175.00000 175.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 840 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,296.96 ROUTE : CALL ORDER : 840 CONTRACT ID : M -27126-A COUNTIES : VARIOUS LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 |(3) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 601-91505 1.000 EACH| 100.00000 100.00| 55.00000 55.00| 130.00000 130.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0047 601-91510 1.000 EACH| 100.00000 100.00| 55.00000 55.00| 130.00000 130.00 GUARD RAIL POST, W3, 8 IN. X 8 IN. | | | 0048 601-91511 1.000 EACH| 100.00000 100.00| 55.00000 55.00| 130.00000 130.00 GUARD RAIL POST, W4, 8 IN. X 8 IN. | | | 0049 601-91542 2.000 EACH| 40.00000 80.00| 12.00000 24.00| 30.00000 60.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0050 601-91575 2.000 EACH| 38.00000 76.00| 12.00000 24.00| 30.00000 60.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B2 | | | 0051 601-91576 2.000 EACH| 38.00000 76.00| 10.00000 20.00| 30.00000 60.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0052 601-91649 6.000 EACH| 125.00000 750.00| 115.00000 690.00| 175.00000 1050.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0053 601-91653 2.000 EACH| 115.00000 230.00| 95.00000 190.00| 155.00000 310.00 GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0054 601-93346 5.000 EACH| 45.00000 225.00| 36.00000 180.00| 125.00000 625.00 GUARD RAIL CONNECTOR, AS | | | 0055 601-94689 15.000 EACH| 2350.00000 35250.00| 2400.00000 36000.00| 2900.00000 43500.00 GUARDRAIL END TREATMENT, OS | | | 0056 601-95342 4.000 EACH| 75.00000 300.00| 85.00000 340.00| 100.00000 400.00 GUARD RAIL SPLICE PLATE, C, GALVANIZED | | | 0057 601-95972 25.000 EACH| 80.00000 2000.00| 60.00000 1500.00| 100.00000 2500.00 GUARD RAIL POST (CRT), 8 IN.X 6 | | | IN.TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0058 601-97774 1.000 EACH| 900.00000 900.00| 1225.00000 1225.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0059 601-98636 260.000 LFT | 4.75000 1235.00| 5.00000 1300.00| 6.75000 1755.00 GUARD RAIL CHANNEL, 6.7 LBS PER LFT., | | | GALVANIZED, 5 IN. | | | 0060 601-98637 1.000 EACH| 50.00000 50.00| 34.00000 34.00| 75.00000 75.00 GUARD RAIL BURIED END, TERMINAL | | | CONNECTOR, GALVANIZED | | | 0061 601-98638 1.000 EACH| 30.00000 30.00| 23.50000 23.50| 50.00000 50.00 GUARD RAIL SPLICE PLATE, ALUMINUM | | | 0062 601-99105 1500.000 LFT | 10.00000 15000.00| 9.65000 14475.00| 12.25000 18375.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0063 601-99108 150.000 LFT | 16.00000 2400.00| 15.30000 2295.00| 16.25000 2437.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 840 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,296.96 ROUTE : CALL ORDER : 840 CONTRACT ID : M -27126-A COUNTIES : VARIOUS LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 |(3) 35-2110733 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 601-99123 1.000 EACH| 1950.00000 1950.00| 1950.00000 1950.00| 1900.00000 1900.00 GUARDRAIL TRANSITION, GP | | | 0065 706-01515 1.000 EACH| 50.00000 50.00| 60.00000 60.00| 150.00000 150.00 BRIDGE BRACKET, A, ALUMINUM | | | 0066 706-05587 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 500.00000 500.00 BRIDGE BARRIER RAIL BRACKET, CONCRETE, | | | INSTALL | | | 0067 706-06347 100.000 LFT | 50.00000 5000.00| 110.00000 11000.00| 130.00000 13000.00 RAILING, CF-1 | | | 0068 706-62380 3.000 EACH| 40.00000 120.00| 135.00000 405.00| 350.00000 1050.00 BRIDGE RAILING POST, 5A | | | 0069 706-62390 1.000 EACH| 40.00000 40.00| 135.00000 135.00| 350.00000 350.00 BRIDGE RAILING POST, 6 | | | 0070 706-62400 1.000 EACH| 40.00000 40.00| 135.00000 135.00| 350.00000 350.00 BRIDGE RAILING POST, 7 | | | 0071 706-90672 8.000 EACH| 45.00000 360.00| 135.00000 1080.00| 350.00000 2800.00 BRIDGE RAILING POST, ALUMINUM, 5 | | | 0072 706-94133 1.000 LFT | 30.00000 30.00| 20.00000 20.00| 40.00000 40.00 RAILING, TUBE, GALVANIZED STEEL | | | 0073 706-95431 1.000 EACH| 400.00000 400.00| 350.00000 350.00| 600.00000 600.00 BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE A | | | 0074 706-95432 1.000 EACH| 500.00000 500.00| 550.00000 550.00| 700.00000 700.00 BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE B | | | 0075 706-95433 1.000 EACH| 500.00000 500.00| 550.00000 550.00| 700.00000 700.00 BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE C | | | 0076 706-98639 1.000 EACH| 25.00000 25.00| 20.00000 20.00| 70.00000 70.00 BRIDGE RAILING SPLICE BAR, ALUMINUM | | | 0077 711-51823 1.000 EACH| 25.00000 25.00| 19.00000 19.00| 35.00000 35.00 EXPANSION ANCHOR, 0.75 IN. | | | 0078 801-06775 LUMP| 6500.00000 6500.00| 3339.50000 3339.50| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0079 802-97573 1.000 EACH| 40.00000 40.00| 50.00000 50.00| 125.00000 125.00 ANGLE POST | | | 0080 803-61430 1.000 EACH| 40.00000 40.00| 50.00000 50.00| 100.00000 100.00 BRIDGE BRACKET A, GALVANIZED | | | 0081 803-61440 1.000 EACH| 40.00000 40.00| 50.00000 50.00| 100.00000 100.00 BRIDGE BRACKET B, GALVANIZED | | | SECTION TOTALS | $ 268,325.50| $ 277,666.00| $ 371,408.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 268,325.50| $ 277,666.00| $ 371,408.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 844 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 85,043.82 ROUTE : SR 17 CALL ORDER : 844 CONTRACT ID : M -27165-B COUNTIES : CASS LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 40000AD SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 77,997.62 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 79,405.81 101.8054% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 93,833.54 120.3030% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1339168 |(3) 35-1582109 |ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 0001 110-01001 LUMP| 3900.00000 3900.00| 3970.33000 3970.33| 14000.00000 14000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-51328 LUMP| 18000.00000 18000.00| 15688.64000 15688.64| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0003 202-52710 198.720 SYS | 15.00000 2980.80| 14.87000 2954.97| 6.44000 1279.76 SIDEWALK, CONCRETE, REMOVE | | | 0004 211-07454 96.460 CYS | 32.00000 3086.72| 21.09000 2034.34| 32.63000 3147.49 STRUCTURE BACKFILL | | | 0005 604-91531 167.800 SYS | 52.00000 8725.60| 28.57000 4794.05| 27.11000 4549.06 SIDEWALK, CONCRETE, 4 IN. | | | 0006 702-44240 46.800 CYS | 650.00000 30420.00| 854.14000 39973.75| 1030.00000 48204.00 CONCRETE, A, STRUCTURES | | | 0007 702-51863 210.000 EACH| 12.00000 2520.00| 16.06000 3372.60| 4.91000 1031.10 FIELD DRILLED HOLE IN CONCRETE | | | 0008 703-51030 2873.160 LBS | 0.95000 2729.50| 0.75000 2154.87| 0.94000 2700.77 REINFORCING STEEL | | | 0009 801-06207 800.000 LFT | 1.20000 960.00| 0.80000 640.00| 0.80000 640.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 13.000 EACH| 95.00000 1235.00| 81.00000 1053.00| 81.00000 1053.00 CONSTRUCTION SIGN, A | | | 0011 801-06710 30.000 DAY | 20.00000 600.00| 15.00000 450.00| 15.00000 450.00 FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 2200.00000 2200.00| 1751.30000 1751.30| 1200.00000 1200.00 MAINTAINING TRAFFIC | | | 0013 801-07119 12.000 LFT | 20.00000 240.00| 22.33000 267.96| 22.33000 267.96 BARRICADE, III-B | | | 0014 808-06711 80.000 LFT | 3.00000 240.00| 2.25000 180.00| 2.38000 190.40 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 844 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 85,043.82 ROUTE : SR 17 CALL ORDER : 844 CONTRACT ID : M -27165-B COUNTIES : CASS LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1339168 |(3) 35-1582109 |ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06716 80.000 LFT | 2.00000 160.00| 1.50000 120.00| 1.50000 120.00 LINE, REMOVE | | | SECTION TOTALS | $ 77,997.62| $ 79,405.81| $ 93,833.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 77,997.62| $ 79,405.81| $ 93,833.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 850 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,217.50 ROUTE : VARIOUS CALL ORDER : 850 CONTRACT ID : M -27282-A COUNTIES : VARIOUS LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/09/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 40000AE SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND TREE SERVICE CO $ 171,768.72 100.0000% 2 35-1944148 DALTONS, INC. $ 187,836.30 109.3541% 3 23-2332783 DEANGELO BROTHERS, INC. $ 206,896.30 120.4505% ==================================================================================================================================== |(1) 35-1038926 |(2) 35-1944148 |(3) 23-2332783 |TOWNSEND TREE SERVICE CO |DALTONS, INC. |DEANGELO BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, HERBICIDE TREATMENT | | | 0001 624-92647 4765.000 ACRE| 36.04800 171768.72| 39.42000 187836.30| 43.42000 206896.30 HERBICIDE TREATMENT | | | SECTION TOTALS | $ 171,768.72| $ 187,836.30| $ 206,896.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 171,768.72| $ 187,836.30| $ 206,896.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 860 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 62,400.00 ROUTE : SR 3, SR 9 & US 24 CALL ORDER : 860 CONTRACT ID : M -27298-A COUNTIES : VARIOUS LETTING DATE : 11/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 27 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2000OAF SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2154772 COMPTON'S MOWING SERVICE INC. $ 59,500.00 100.0000% 2 35-1958578 FEENEY, V., INC. $ 64,500.00 108.4033% 3 35-1636776 LINKEL COMPANY $ 74,000.00 124.3697% ==================================================================================================================================== |(1) 35-2154772 |(2) 35-1958578 |(3) 35-1636776 |COMPTON'S MOWING SERVICE INC|FEENEY, V., INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-04884 1.000 CYCL| 18000.00000 18000.00| 16125.00000 16125.00| 30000.00000 30000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 26000.00000 26000.00| 32250.00000 32250.00| 40000.00000 40000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 15500.00000 15500.00| 16125.00000 16125.00| 4000.00000 4000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 59,500.00| $ 64,500.00| $ 74,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 59,500.00| $ 64,500.00| $ 74,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/25/03 PAGE : 870 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,350,000.00 ROUTE : 90 CALL ORDER : 870 CONTRACT ID : MT-26875-B COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : TOLL CONTRACT TIME : 09/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2364802 HASSE CONSTRUCTION CO $ 1,298,500.00 100.0000% 2 35-1035122 GARIUP CONSTRUCTION CO. INC. $ 1,309,000.00 100.8086% ==================================================================================================================================== |(1) 36-2364802 |(2) 35-1035122 | |HASSE CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BUILDING FOR ENTRY PLAZA | | | 0001 105-07039 10.000 MOS | 5000.00000 50000.00| 760.00000 7600.00| FIELD OFFICE, B | | | 0002 210-05758 LUMP| 1243500.00000 1243500.00| 2000.00000 2000.00| BUILDING , NEW | | | 0003 210-05873 LUMP| 5000.00000 5000.00| 1299400.00000 1299400.00| TESTING OF MATERIALS | | | SECTION TOTALS | $ 1,298,500.00| $ 1,309,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,298,500.00| $ 1,309,000.00| ====================================================================================================================================